DAFTAR PUSTAKA. ASTM D-2049 (1989) Cara Menentukan Sudut Geser Berdasarkan Kepadatan Relatif.
|
|
- Primrose Kennedy
- 5 years ago
- Views:
Transcription
1 DAFTAR PUSTAKA American Petroleum Institute (1986) API Recommended Practice for Planning, Designing, and Constructing Fixed Offshore Platforms, Report RP-2A, American Petroleum Institute (1987) API Recommended Practice for Planning, Designing, and Constructing Fixed Offshore Platforms, Report RP-2A, ASTM D-2049 (1989) Cara Menentukan Sudut Geser Berdasarkan Kepadatan Relatif. ASTM D (1989) Load Testing Procedures. Bowles, Joseph E. (1996) Foundation Analysis and Design, Fifth Edition, Mc Graw Hill International Edition Broms, B (1964) The Lateral Resistance Of Piles In Cohesive Soils, Journal of The Soil Mechanic Division, American Society of Civil Engineering, Vol.90, March Broms, B (1964) The Lateral Resistance Of Piles In Cohesionless Soils, Journal of The Soil Mechanic Division, American Society of Civil Engineering, Vol.90, May Das, Braja M. (1990) Principle of Geotechnical Engineering. Terjemahan oleh Noor Endah & Indra Surya Mochtar. Penerbit Erlangga, 1995 Das, Braja M. (1999) Principles of Foundation Engineering, 4 th edition, PWS Publishing, Pacific Groove Davisson, M. T. (1972) High Capacity Piles Proceedings, Lecture Series Innovations in Foundation Construction, ASCE, Illinois Section, Chicago. De Beer, E. E. and Wallays (1967), Framki Piles With Overexpanded Bases, La Technique des Travaux. Ensoft, Inc. (2004) Manual Computer Program APILE Plus. GRL (1988) GRL WEAP Manual of Practice, 2 th edition, GRL, USA. Hansen, J. B. (1961) The Ultimate Resistance of Rigid Piles Against Transversal Forces Danish Geotechnical Institute, Bulletin No.12, Copenhagen, Holtz, Robert D dan Kovacs, William D. (1981) An Introduction to Geotechnical Engineering. Prentice-Hall International, Inc., London Irsyam, Masyhur (1996) Geotechnical Analysis of PLTGU Tambak Lorok, To Be Submitted to Sumitomo Corporation
2 Irsyam, Masyhur (2004) Catatan Kuliah Rekayasa Pondasi. Penerbit ITB, Bandung Poulos, H.G., Davis. (1980) Pile Foundation Analysis and Design. John Wiley & Sons, Inc. Prakash, S., and Sharma, H.D. (1990) Pile Foundation in Engineering Practice. Wiley Interscience, New York. Reese, L. C., COX, W. R. and Koop, F. B. (1974) Analysis of Laterally Loaded Piles in Sand, Proceedings of the Offshore Technology Conference, Houston, Texas, Terzaghi, K. (1955) Evaluation of Coefficients of Subgrade Reaction, Geotechnique, Vol. 5, Tomlinson, MJ. (1977) Pile Design and Construction Practice. A Viewpoint Publication.
3 LAMPIRAN
4 AXIALLY LOADING PILE ANALYSIS PROGRAM - APILEplus VERSION (C) COPYRIGHT ENSOFT,INC.,1998. BH 4 MAKNYUSS DESIGNER : Dimas DATE : PILE PROPERTIES : PERIMETER OF PILE WITH NONCIRCULAR SECTION=.00 MM. TIP AREA OF PILE WITH NONCIRCULAR SECTION =.00 SQM OUTSIDE DIAMETER OF CIRCULAR PILE = MM. INTERNAL DIAMETER OF CIRCULAR PILE =.00 MM. PILE LENGTH = M. MODULUS OF ELASTICITY =.303E+08 KPA LENGTH OF SURFACE SECTION WITH ZERO SKIN FRICTION =.00 M. INCREMENT OF PILE LENGTH USED IN COMPUTATION = 1.00 M. SOIL INFORMATIONS : LATERAL EFFECTIVE FRICTION BEARING SOIL EARTH UNIT ANGLE CAPACITY DEPTH TYPE PRESSURE WEIGHT DEGREES FACTOR M. KN/CM.00 SAND SAND CLAY CLAY CLAY CLAY SAND SAND CLAY CLAY SAND SAND CLAY CLAY MAXIMUM MAXIMUM UNDISTURB REMOLDED UNIT UNIT SHEAR SHEAR BLOW UNIT SKIN UNIT END FRICTION BEARING STRENGTH STRENGTH COUNT FRICTION BEARING KPA KPA KPA KPA KPA KPA
5 * COMPUTATION RESULT * * API RP-2A (1994) * PILE TOTAL SKIN END ULTIMATE PENETRATION FRICTION BEARING CAPACITY M. KN. KN. KN AN ASTERISK WILL BE PLACED IN THE END-BEARING COLUMN IF THE TIP RESISTANCE IS CONTROLLED BY THE FRICTION OF SOIL PLUG INSIDE AN OPEN-ENDED PIPE PILE.
6 AXIALLY LOADING PILE ANALYSIS PROGRAM - APILEplus VERSION (C) COPYRIGHT ENSOFT,INC.,1998. BH 5 MAKNYUSS DESIGNER : Dimas DATE : PILE PROPERTIES : PERIMETER OF PILE WITH NONCIRCULAR SECTION=.00 MM. TIP AREA OF PILE WITH NONCIRCULAR SECTION =.00 SQM OUTSIDE DIAMETER OF CIRCULAR PILE = MM. INTERNAL DIAMETER OF CIRCULAR PILE =.00 MM. PILE LENGTH = M. MODULUS OF ELASTICITY =.303E+08 KPA LENGTH OF SURFACE SECTION WITH ZERO SKIN FRICTION =.00 M. INCREMENT OF PILE LENGTH USED IN COMPUTATION = 1.00 M. SOIL INFORMATIONS : LATERAL EFFECTIVE FRICTION BEARING SOIL EARTH UNIT ANGLE CAPACITY DEPTH TYPE PRESSURE WEIGHT DEGREES FACTOR M. KN/CM.00 SAND SAND CLAY CLAY CLAY CLAY CLAY CLAY SAND SAND CLAY CLAY SAND SAND CLAY CLAY MAXIMUM MAXIMUM UNDISTURB REMOLDED UNIT UNIT SHEAR SHEAR BLOW UNIT SKIN UNIT END FRICTION BEARING STRENGTH STRENGTH COUNT FRICTION BEARING KPA KPA KPA KPA KPA KPA
7 * COMPUTATION RESULT * * API RP-2A (1994) * PILE TOTAL SKIN END ULTIMATE PENETRATION FRICTION BEARING CAPACITY M. KN. KN. KN AN ASTERISK WILL BE PLACED IN THE END-BEARING COLUMN IF THE TIP RESISTANCE IS CONTROLLED BY THE FRICTION OF SOIL PLUG INSIDE AN OPEN-ENDED PIPE PILE.
8 AXIALLY LOADING PILE ANALYSIS PROGRAM - APILEplus VERSION (C) COPYRIGHT ENSOFT,INC.,1998. BH16 DESIGNER : dim DATE : PILE PROPERTIES : PERIMETER OF PILE WITH NONCIRCULAR SECTION=.00 MM. TIP AREA OF PILE WITH NONCIRCULAR SECTION =.00 SQM OUTSIDE DIAMETER OF CIRCULAR PILE = MM. INTERNAL DIAMETER OF CIRCULAR PILE =.00 MM. PILE LENGTH = M. MODULUS OF ELASTICITY =.303E+08 KPA LENGTH OF SURFACE SECTION WITH ZERO SKIN FRICTION =.00 M. INCREMENT OF PILE LENGTH USED IN COMPUTATION = 1.00 M. SOIL INFORMATIONS : LATERAL EFFECTIVE FRICTION BEARING SOIL EARTH UNIT ANGLE CAPACITY DEPTH TYPE PRESSURE WEIGHT DEGREES FACTOR M. KN/CM.00 SAND SAND CLAY CLAY CLAY CLAY CLAY CLAY SAND SAND CLAY CLAY MAXIMUM MAXIMUM UNDISTURB REMOLDED UNIT UNIT SHEAR SHEAR BLOW UNIT SKIN UNIT END FRICTION BEARING STRENGTH STRENGTH COUNT FRICTION BEARING KPA KPA KPA KPA KPA KPA
9 * COMPUTATION RESULT * * API RP-2A (1994) * PILE TOTAL SKIN END ULTIMATE PENETRATION FRICTION BEARING CAPACITY M. KN. KN. KN AN ASTERISK WILL BE PLACED IN THE END-BEARING COLUMN IF THE TIP RESISTANCE IS CONTROLLED BY THE FRICTION OF SOIL PLUG INSIDE AN OPEN-ENDED PIPE PILE.
10 AXIALLY LOADING PILE ANALYSIS PROGRAM - APILEplus VERSION (C) COPYRIGHT ENSOFT,INC.,1998. BH21 DESIGNER : DIM DATE : PILE PROPERTIES : PERIMETER OF PILE WITH NONCIRCULAR SECTION=.00 MM. TIP AREA OF PILE WITH NONCIRCULAR SECTION =.00 SQM OUTSIDE DIAMETER OF CIRCULAR PILE = MM. INTERNAL DIAMETER OF CIRCULAR PILE =.00 MM. PILE LENGTH = M. MODULUS OF ELASTICITY =.303E+08 KPA LENGTH OF SURFACE SECTION WITH ZERO SKIN FRICTION =.00 M. INCREMENT OF PILE LENGTH USED IN COMPUTATION = 1.00 M. SOIL INFORMATIONS : LATERAL EFFECTIVE FRICTION BEARING SOIL EARTH UNIT ANGLE CAPACITY DEPTH TYPE PRESSURE WEIGHT DEGREES FACTOR M. KN/CM.00 SAND SAND CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY SAND SAND CLAY CLAY MAXIMUM MAXIMUM UNDISTURB REMOLDED UNIT UNIT SHEAR SHEAR BLOW UNIT SKIN UNIT END FRICTION BEARING STRENGTH STRENGTH COUNT FRICTION BEARING KPA KPA KPA KPA KPA KPA
11 * COMPUTATION RESULT * * API RP-2A (1994) * PILE TOTAL SKIN END ULTIMATE PENETRATION FRICTION BEARING CAPACITY M. KN. KN. KN AN ASTERISK WILL BE PLACED IN THE END-BEARING COLUMN IF THE TIP RESISTANCE IS CONTROLLED BY THE FRICTION OF SOIL PLUG INSIDE AN OPEN-ENDED PIPE PILE.
12 AXIALLY LOADING PILE ANALYSIS PROGRAM - APILEplus VERSION (C) COPYRIGHT ENSOFT,INC.,1998. BH 22 DESIGNER : Dim DATE : PILE PROPERTIES : PERIMETER OF PILE WITH NONCIRCULAR SECTION=.00 MM. TIP AREA OF PILE WITH NONCIRCULAR SECTION =.00 SQM OUTSIDE DIAMETER OF CIRCULAR PILE = MM. INTERNAL DIAMETER OF CIRCULAR PILE =.00 MM. PILE LENGTH = M. MODULUS OF ELASTICITY =.303E+08 KPA LENGTH OF SURFACE SECTION WITH ZERO SKIN FRICTION =.00 M. INCREMENT OF PILE LENGTH USED IN COMPUTATION = 1.00 M. SOIL INFORMATIONS : LATERAL EFFECTIVE FRICTION BEARING SOIL EARTH UNIT ANGLE CAPACITY DEPTH TYPE PRESSURE WEIGHT DEGREES FACTOR M. KN/CM.00 SAND SAND CLAY CLAY SAND SAND CLAY CLAY MAXIMUM MAXIMUM UNDISTURB REMOLDED UNIT UNIT SHEAR SHEAR BLOW UNIT SKIN UNIT END FRICTION BEARING STRENGTH STRENGTH COUNT FRICTION BEARING KPA KPA KPA KPA KPA KPA
13 * COMPUTATION RESULT * * API RP-2A (1994) * PILE TOTAL SKIN END ULTIMATE PENETRATION FRICTION BEARING CAPACITY M. KN. KN. KN AN ASTERISK WILL BE PLACED IN THE END-BEARING COLUMN IF THE TIP RESISTANCE IS CONTROLLED BY THE FRICTION OF SOIL PLUG INSIDE AN OPEN-ENDED PIPE PILE.
14 ECHO PRINT OF INPUT DATA BH04 EFF 80% KOBE K WEAP87: WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS 1987, VERSION 3.00 BH04 EFF 80% HAMMER MODEL OF: K 45 MADE BY: KOBE ELEMENT WEIGHT STIFFNESS COEFF. OF D-NL. CAP DAMPG (KIPS) (K/IN) RESTITUTION FT (K/FT/S) IMP. BLK CAP/RAM CUSHION HAMMER OPTIONS: HAMMER NO. FUEL SETTG. STROKE OPT. HAMMER TYPE DAMPNG-HAMR HAMMER PERFORMANCE DATA RAM WEIGHT RAM LENGTH MAX STROKE STROKE EFFICIENCY (KIPS) (IN) (FT) (FT) MAX PRESS. ACT PRESS. TIME DELAY COMP/EXPN V START INJ. (PSI) (PSI) (S) (IN3) / THE HAMMER DATA INCLUDES ESTIMATED (NON-MEASURED) QUANTITIES HAMMER CUSHION AREA E-MODULUS THICKNESS STIFFNESS (IN2) (KSI) (IN) (KIPS/IN) PILE CUSHION AREA E-MODULUS THICKNESS STIFFNESS (IN2) (KSI) (IN) (KIPS/IN) WEAP OF 1987 BH04 EFF 80% PILE PROFILE: LBT AREA E-MOD SP.W. WAVE SP EA/C (FT) (IN2) (KSI) (LB/FT3) (FT/S) (K/FT/S) WAVE TRAVEL TIME - 2L/C - = MS
15 PILE AND SOIL MODEL FOR RULT = KIPS NO WEIGHT STIFFN D-NL SPLICE COR SOIL-S SOIL-D QUAKE L BT AREA (KIPS) (K/IN) (FT) (FT) (KIPS) (S/FT) (IN) (FT) (IN**2) TOE PILE OPTIONS: N/UNIFORM AUTO S.G. SPLICES DAMPNG-P D-P VALUE (K/FT/S) SOIL OPTIONS: % SKIN FR % END BG DIS. NO. S DAMPING SMITH-1 ANALYSIS/OUTPUT OPTIONS: ITERATNS DTCR/DT(%) RES STRESS IOUT AUTO SGMNT OUTPT INCR MAX T(MS) WEAP OF 1987 BH04 EFF 80% R ULT BL CT STROKE (FT) MINSTR I,J MAXSTR I,J ENTHRU BL RT KIPS BPF DOWN UP KSI KSI FT-KIP BPM ( 9,265) 1.94( 1, 73) ( 8,265) 2.05( 1, 70) ( 7,266) 2.04( 1, 69) ( 7,266) 2.00( 1, 69) ( 8,266) 1.94( 1, 69) ( 9,264) 1.90( 1, 71) (21, 31) 1.86( 1, 71) (21, 28) 1.84( 1, 72) (20, 23) 1.83( 7, 96) ( 7,390) 1.84( 7, 97)
16 ECHO PRINT OF INPUT DATA BH 5 EFF 80% KOBE K WEAP87: WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS 1987, VERSION 3.00 BH 5 EFF 80% HAMMER MODEL OF: K 45 MADE BY: KOBE ELEMENT WEIGHT STIFFNESS COEFF. OF D-NL. CAP DAMPG (KIPS) (K/IN) RESTITUTION FT (K/FT/S) IMP. BLK CAP/RAM CUSHION HAMMER OPTIONS: HAMMER NO. FUEL SETTG. STROKE OPT. HAMMER TYPE DAMPNG-HAMR HAMMER PERFORMANCE DATA RAM WEIGHT RAM LENGTH MAX STROKE STROKE EFFICIENCY (KIPS) (IN) (FT) (FT) MAX PRESS. ACT PRESS. TIME DELAY COMP/EXPN V START INJ. (PSI) (PSI) (S) (IN3) / THE HAMMER DATA INCLUDES ESTIMATED (NON-MEASURED) QUANTITIES HAMMER CUSHION AREA E-MODULUS THICKNESS STIFFNESS (IN2) (KSI) (IN) (KIPS/IN) PILE CUSHION AREA E-MODULUS THICKNESS STIFFNESS (IN2) (KSI) (IN) (KIPS/IN) WEAP OF 1987 BH 5 EFF 80% PILE PROFILE: LBT AREA E-MOD SP.W. WAVE SP EA/C (FT) (IN2) (KSI) (LB/FT3) (FT/S) (K/FT/S) WAVE TRAVEL TIME - 2L/C - = MS
17 PILE AND SOIL MODEL FOR RULT = KIPS NO WEIGHT STIFFN D-NL SPLICE COR SOIL-S SOIL-D QUAKE L BT AREA (KIPS) (K/IN) (FT) (FT) (KIPS) (S/FT) (IN) (FT) (IN**2) TOE PILE OPTIONS: N/UNIFORM AUTO S.G. SPLICES DAMPNG-P D-P VALUE (K/FT/S) SOIL OPTIONS: % SKIN FR % END BG DIS. NO. S DAMPING SMITH-1 ANALYSIS/OUTPUT OPTIONS: ITERATNS DTCR/DT(%) RES STRESS IOUT AUTO SGMNT OUTPT INCR MAX T(MS) WEAP OF 1987 BH 5 EFF 80% R ULT BL CT STROKE (FT) MINSTR I,J MAXSTR I,J ENTHRU BL RT KIPS BPF DOWN UP KSI KSI FT-KIP BPM (14,264) 2.06( 1, 74) ( 7,282) 2.14( 1, 70) ( 7,282) 2.10( 1, 69) ( 8,283) 2.05( 1, 69) ( 8,284) 2.00(26,165) (11,273) 2.04(26,166) (29, 1) 2.08(26,167) (23,423) 2.09(26,168) (26, 1) 2.10(26,169) ( 7,408) 2.11(26,171)
18 ECHO PRINT OF INPUT DATA BH 16 EFF 80% KOBE K WEAP87: WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS 1987, VERSION 3.00 BH 16 EFF 80% HAMMER MODEL OF: K 35 MADE BY: KOBE ELEMENT WEIGHT STIFFNESS COEFF. OF D-NL. CAP DAMPG (KIPS) (K/IN) RESTITUTION FT (K/FT/S) IMP. BLK CAP/RAM CUSHION HAMMER OPTIONS: HAMMER NO. FUEL SETTG. STROKE OPT. HAMMER TYPE DAMPNG-HAMR HAMMER PERFORMANCE DATA RAM WEIGHT RAM LENGTH MAX STROKE STROKE EFFICIENCY (KIPS) (IN) (FT) (FT) MAX PRESS. ACT PRESS. TIME DELAY COMP/EXPN V START INJ. (PSI) (PSI) (S) (IN3) / THE HAMMER DATA INCLUDES ESTIMATED (NON-MEASURED) QUANTITIES HAMMER CUSHION AREA E-MODULUS THICKNESS STIFFNESS (IN2) (KSI) (IN) (KIPS/IN) PILE CUSHION AREA E-MODULUS THICKNESS STIFFNESS (IN2) (KSI) (IN) (KIPS/IN) WEAP OF 1987 BH 16 EFF 80% PILE PROFILE: LBT AREA E-MOD SP.W. WAVE SP EA/C (FT) (IN2) (KSI) (LB/FT3) (FT/S) (K/FT/S) WAVE TRAVEL TIME - 2L/C - = MS
19 PILE AND SOIL MODEL FOR RULT = KIPS NO WEIGHT STIFFN D-NL SPLICE COR SOIL-S SOIL-D QUAKE L BT AREA (KIPS) (K/IN) (FT) (FT) (KIPS) (S/FT) (IN) (FT) (IN**2) TOE PILE OPTIONS: N/UNIFORM AUTO S.G. SPLICES DAMPNG-P D-P VALUE (K/FT/S) SOIL OPTIONS: % SKIN FR % END BG DIS. NO. S DAMPING SMITH-1 ANALYSIS/OUTPUT OPTIONS: ITERATNS DTCR/DT(%) RES STRESS IOUT AUTO SGMNT OUTPT INCR MAX T(MS) WEAP OF 1987 BH 16 EFF 80% R ULT BL CT STROKE (FT) MINSTR I,J MAXSTR I,J ENTHRU BL RT KIPS BPF DOWN UP KSI KSI FT-KIP BPM ( 6,237) 2.16( 1, 74) ( 7,234) 2.21( 1, 61) ( 8,234) 2.14( 1, 61) (23, 42) 2.05( 1, 61) ( 4,396) 2.02( 1, 76) ( 6,380) 2.02( 2, 81) ( 4,368) 2.03( 2, 82) ( 4,362) 2.05( 2, 83) ( 4,357) 2.10(24,173) ( 5,354) 2.12(24,174)
20 ECHO PRINT OF INPUT DATA BH 21 EFF 80% KOBE K WEAP87: WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS 1987, VERSION 3.00 BH 21 EFF 80% HAMMER MODEL OF: K 45 MADE BY: KOBE ELEMENT WEIGHT STIFFNESS COEFF. OF D-NL. CAP DAMPG (KIPS) (K/IN) RESTITUTION FT (K/FT/S) IMP. BLK CAP/RAM CUSHION HAMMER OPTIONS: HAMMER NO. FUEL SETTG. STROKE OPT. HAMMER TYPE DAMPNG-HAMR HAMMER PERFORMANCE DATA RAM WEIGHT RAM LENGTH MAX STROKE STROKE EFFICIENCY (KIPS) (IN) (FT) (FT) MAX PRESS. ACT PRESS. TIME DELAY COMP/EXPN V START INJ. (PSI) (PSI) (S) (IN3) / THE HAMMER DATA INCLUDES ESTIMATED (NON-MEASURED) QUANTITIES HAMMER CUSHION AREA E-MODULUS THICKNESS STIFFNESS (IN2) (KSI) (IN) (KIPS/IN) PILE CUSHION AREA E-MODULUS THICKNESS STIFFNESS (IN2) (KSI) (IN) (KIPS/IN) WEAP OF 1987 BH 21 EFF 80% PILE PROFILE: LBT AREA E-MOD SP.W. WAVE SP EA/C (FT) (IN2) (KSI) (LB/FT3) (FT/S) (K/FT/S) WAVE TRAVEL TIME - 2L/C - = MS
21 PILE AND SOIL MODEL FOR RULT = KIPS NO WEIGHT STIFFN D-NL SPLICE COR SOIL-S SOIL-D QUAKE L BT AREA (KIPS) (K/IN) (FT) (FT) (KIPS) (S/FT) (IN) (FT) (IN**2) TOE PILE OPTIONS: N/UNIFORM AUTO S.G. SPLICES DAMPNG-P D-P VALUE (K/FT/S) SOIL OPTIONS: % SKIN FR % END BG DIS. NO. S DAMPING SMITH-1 ANALYSIS/OUTPUT OPTIONS: ITERATNS DTCR/DT(%) RES STRESS IOUT AUTO SGMNT OUTPT INCR MAX T(MS) WEAP OF 1987 BH 21 EFF 80% R ULT BL CT STROKE (FT) MINSTR I,J MAXSTR I,J ENTHRU BL RT KIPS BPF DOWN UP KSI KSI FT-KIP BPM ( 9,264) 2.05( 1, 74) ( 7,263) 2.14( 1, 70) ( 7,264) 2.13( 1, 69) ( 7,265) 2.07( 1, 69) ( 8,264) 2.01( 1, 69) ( 9,261) 1.97(22,150) ( 1, 0) 2.00(22,153) ( 1, 0) 2.03(22,154) (19,394) 2.05(21,152) (15,411) 2.08(21,153)
22 ECHO PRINT OF INPUT DATA BH 22 EFF 80% KOBE K WEAP87: WAVE EQUATION ANALYSIS OF PILE FOUNDATIONS 1987, VERSION 3.00 BH 22 EFF 80% HAMMER MODEL OF: K 45 MADE BY: KOBE ELEMENT WEIGHT STIFFNESS COEFF. OF D-NL. CAP DAMPG (KIPS) (K/IN) RESTITUTION FT (K/FT/S) IMP. BLK CAP/RAM CUSHION HAMMER OPTIONS: HAMMER NO. FUEL SETTG. STROKE OPT. HAMMER TYPE DAMPNG-HAMR HAMMER PERFORMANCE DATA RAM WEIGHT RAM LENGTH MAX STROKE STROKE EFFICIENCY (KIPS) (IN) (FT) (FT) MAX PRESS. ACT PRESS. TIME DELAY COMP/EXPN V START INJ. (PSI) (PSI) (S) (IN3) / THE HAMMER DATA INCLUDES ESTIMATED (NON-MEASURED) QUANTITIES HAMMER CUSHION AREA E-MODULUS THICKNESS STIFFNESS (IN2) (KSI) (IN) (KIPS/IN) PILE CUSHION AREA E-MODULUS THICKNESS STIFFNESS (IN2) (KSI) (IN) (KIPS/IN) WEAP OF 1987 BH 22 EFF 80% PILE PROFILE: LBT AREA E-MOD SP.W. WAVE SP EA/C (FT) (IN2) (KSI) (LB/FT3) (FT/S) (K/FT/S) WAVE TRAVEL TIME - 2L/C - = MS
23 PILE AND SOIL MODEL FOR RULT = KIPS NO WEIGHT STIFFN D-NL SPLICE COR SOIL-S SOIL-D QUAKE L BT AREA (KIPS) (K/IN) (FT) (FT) (KIPS) (S/FT) (IN) (FT) (IN**2) TOE PILE OPTIONS: N/UNIFORM AUTO S.G. SPLICES DAMPNG-P D-P VALUE (K/FT/S) SOIL OPTIONS: % SKIN FR % END BG DIS. NO. S DAMPING SMITH-1 ANALYSIS/OUTPUT OPTIONS: ITERATNS DTCR/DT(%) RES STRESS IOUT AUTO SGMNT OUTPT INCR MAX T(MS) WEAP OF 1987 BH 22 EFF 80% R ULT BL CT STROKE (FT) MINSTR I,J MAXSTR I,J ENTHRU BL RT KIPS BPF DOWN UP KSI KSI FT-KIP BPM ( 7,256) 2.22(19,122) ( 6,258) 2.34( 1, 56) ( 6,258) 2.31( 1, 56) ( 6,258) 2.25( 1, 56) ( 6,259) 2.19(18,118) (22,403) 2.17(18,119) ( 7,249) 2.15(18,121) ( 1, 0) 2.14(18,127) (15,363) 2.14(18,129) ( 1, 0) 2.09(19,136)
vulcanhammer.info the website about Vulcan Iron Works Inc. and the pile driving equipment it manufactured Terms and Conditions of Use:
this document downloaded from vulcanhammer.info the website about Vulcan Iron Works Inc. and the pile driving equipment it manufactured Terms and Conditions of Use: All of the information, data and computer
More informationPROJECT TITLE AND LOCATION Structural Repairs to TC Dock, Naval Weapons Station, Charleston,SC
TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR MANUFACTURER'S CERTIFICATES OF COMPLIANCE FOR APPROVAL (READ INSTRUCTION ON THE REVERSE SIDE PRIOR TO INITIATING THIS FORM) 1. REQUEST
More informationGOPALAN COLLEGE OF ENGINEERING AND MANAGEMENT Department of Civil Engineering COURSE PLAN
Appendix - C GOPALAN COLLEGE OF ENGINEERING AND MANAGEMENT Department of Civil Engineering Academic Year: 2016-17 Semester: EVEN COURSE PLAN Semester: VI Subject Code& Name: 10CV64 & Geotechnical Engineering-II
More informationPROJECT TITLE AND LOCATION Structural Repairs to TC Dock, Naval Weapons Station, Charleston,SC
TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR MANUFACTURER'S CERTIFICATES OF COMPLIANCE FOR APPROVAL (READ INSTRUCTION ON THE REVERSE SIDE PRIOR TO INITIATING THIS FORM) 1. REQUEST
More informationPD Thrust Restraint Design Equations and Tables
Thrust Restraint Design Equations and Tables PD-6 5-95 These equations and tables are an effort to provide the piping system designer with conservative techniques and parameters for the design of underground
More informationOF SPECIFICATION SHEET, ONLY NO. (Type, size, model number, etc.) FILE NO. CODE d. e. f. g.
TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR MANUFACTURER'S CERTIFICATES OF COMPLIANCE FOR APPROVAL (READ INSTRUCTION ON THE REVERSE SIDE PRIOR TO INITIATING THIS FORM) 1. REQUEST
More informationTerminology, Shaft Comparison & General Discussion
Helical Foundation Systems: Topics We Will Cover Considerations for the Design and Installation of Helical Pile Foundations Presented by: Kyle Olson, PE Senior Structural Engineer Foundation Supportworks,
More informationEvaluation of Pile Setup using Dynamic Restrike Analysis in Alabama Soils
45 th STGEC - Mobile, AL Oct. 29, 2014 CE Pile 360 Setup Spring AL 13 Evaluation of Pile Setup using Dynamic Restrike Analysis in Alabama Soils Eric Steward, Ph.D. Assistant Professor University of South
More informationEconomics of Driven Pile Foundations
Economics of Driven Pile Foundations 2013 PDCA Professors Driven Pile Institute ( PDPI ) June 24-28, 2013 Van E. Komurka, P.E., D.GE, F.ASCE Wagner Komurka Geotechnical Group, Inc. 1 Talk Outline Define
More informationDYNAMIC PILE TESTING 10/26/ General.
te: The MoDOT LRFD Bridge Design Manual indicates that the frequency of dynamic pile testing should be 1 to 10% of the number of piles. Additionally, the frequency of initial driving tests and restrike
More informationDamaging Effect of Static and Moving Armoured Vehicles with Rubber Tires on Flexible Pavement
Nahrain University, College of Engineering Journal (NUCEJ) Vol.14 No.1, 2011 pp.19-33 Damaging Effect of Static and Moving Armoured Vehicles with Rubber Tires on Flexible Pavement Dr. Saud A. Sultan Civil
More information345. Fellenius, B.H., Plugging effect of opentoe pipe piles in sandy soil. Discussion. Canadian Geotechnical Journal 52(5):
345. Fellenius, B.H., 215. Plugging effect of opentoe pipe piles in sandy soil. Discussion. Canadian Geotechnical Journal 52(5): 664-667.. Fellenius 215 [Canadian Geotechnical Journal 52(5) 664-667] Plugging
More informationDAFTAR PUSTAKA. ATC, 1996, Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40 Report, Applied Technology Council, Redwood City.
DAFTAR PUSTAKA ATC, 1996, Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40 Report, Applied Technology Council, Redwood City. Budiono, Bambang, 2007, Gempa. Catatan Kuliah Dinamika Struktur
More informationClamping Force Effects on the Behaviour of Asymmetrical Friction Connections (AFC)
Clamping Force Effects on the Behaviour of Asymmetrical Friction Connections (AFC) J. Chanchí Golondrino University of Canterbury, New Zealand National University of Colombia, Colombia G.A. MacRae, J.G.
More informationA Technique for Selecting Appropriate Allowable Pile Loads for Driven-Pile Projects: Load Matching
A Technique for Selecting Appropriate Allowable Pile Loads for Driven-Pile Projects: Load Matching Pile Driving Contractors Association 2015 Professor s Driven Pile Institute June 25, 2015 Van E. Komurka,
More informationPile-driving analyses of monopiles with pre-installed flanges
Pile-driving analyses of monopiles with pre-installed flanges Offshore Wind R&D Conference 2015 Bremerhaven Tim Oliver Janele 14.10.2015 SAFER, SMARTER, GREENER World s largest certification body for renewable
More informationOpportunities and Challenges for the. Friday September 24,
LRFD Facts and Misconceptions: Opportunities and Challenges for the Micropile il Community Friday September 24, 2010 By Jerry A. DiMaggio, PE, M.ASCE Email: jdimaggio2@verizon.net Email: jdimaggio@nas.edu
More informationR10 Set No: 1 ''' ' '' '' '' Code No: R31033
R10 Set No: 1 III B.Tech. I Semester Regular and Supplementary Examinations, December - 2013 DYNAMICS OF MACHINERY (Common to Mechanical Engineering and Automobile Engineering) Time: 3 Hours Max Marks:
More informationDIVISION: METALS SECTION: METAL FASTENINGS SECTION: STEEL DECKING REPORT HOLDER: ITW BUILDEX
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3270 Reissued 12/2017 This report is subject to renewal 12/2019. DIVISION: 05 00
More informationDesign and Structural Analysis of Single Plate Friction Clutch Mr. Vishal J. Deshbhratar *, Mr. Nagnath U. Kakde **
Design and Structural Analysis of Single Plate Friction Clutch Mr. Vishal J. Deshbhratar *, Mr. Nagnath U. Kakde ** *Assistant Professor, Department of Mechanical Engineering Vidarbha Institute of Technology,Umrer
More informationDepth of Bury Tables 9B-5. A. General. B. Rigid Pipe Assumptions. Design Manual Chapter 9 - Utilities 9B - Trench Design
Design Manual Chapter 9 - Utilities 9B - Trench Design 9B-5 Depth of Bury Tables A. General The depth of bury tables on the following pages are based upon the design methodology from the various pipe material
More informationREPAIR OF DENTS SUBJECTED TO CYCLIC PRESSURE SERVICE USING COMPOSITE MATERIALS
Proceedings of IPC2010 8th International Pipeline Conference September 27 October 1, 2010, Calgary, Alberta, Canada REPAIR OF DENTS SUBJECTED TO CYCLIC PRESSURE SERVICE USING COMPOSITE MATERIALS IPC2010-31524
More informationSome Thoughts on Simulations in Terramechanics
Some Thoughts on Simulations in Terramechanics J.Y. Wong Professor Emeritus and Distinguished Research Professor Carleton University and Vehicle Systems Development Corporation Ottawa, Canada Copyright
More informationPiling Product Guide Edition. Servicesteel.org
Piling Product Guide 2017 Edition Strong Foundations Starith Service Steel Service Steel Supplies All Your Foundation Products You Are Our Number One Priority From industry leading steel sheet piling to
More informationBEHAVIOUR OF LATERALLY LOADED PILE GROUPS EMBEDDED IN OIL-CONTAMINATED SAND
BEHAVIOUR OF LATERALLY LOADED PILE GROUPS EMBEDDED IN OIL-CONTAMINATED SAND Chamandeep 1, Anupam Mittal 2 1 M.Tech Student, Civil Engineering Department, NIT Kurukshetra, Haryana, (India) 2 Professors,
More informationPioneering Geo-Support Solutions. CTS Hot Rolled Thread Bar (HRTB) Made in the USA
Pioneering Geo-Support Solutions CTS Hot Rolled Thread Bar (HRTB) Made in the USA Contents: Cover Company Profile... Page 2 Hot Rolled Thread Bar Advantages... Page 3 Our Committment/Applications... Page
More information7.0 PAVEMENT DATA. 7.1 General Information. 7.2 Landing Gear Footprint. 7.3 Maximum Pavement Loads
7.0 PAVEMENT DATA 7.1 General Information 7.2 Landing Gear Footprint 7.3 Maximum Pavement Loads 7.4 Landing Gear Loading on Pavement 7.5 Flexible Pavement Requirements - U.S. Army Corps of Engineers Method
More informationDeltaStud - Lightweight Steel Framing
DeltaStud - Lightweight Steel Framing B C H A t P Load Tables for Wind Bearing and Combined Wind & Axial Load Bearing Condition January 2014 Table of Contents Commentary Introduction...3 Product Identification...3
More informationMulti Axis Load Cell Design and Construction
212 Ketter Hall, North Campus, Buffalo, NY 14260-4300 Fax: (716) 645-3733 Tel: (716) 645 2114, x 2419 http://www.civil.buffalo.edu/ Andrei M. Reinhorn, P.E., Ph.D. e-mail: reinhorn@buffalo.edu Professor
More informationLCN ACN-PCN
7.0 PAVEMENT DATA 7.1 General Information 7.2 Footprint 7.3 Maximum Pavement Loads 7.4 Landing Gear Loading on Pavement 7.5 Flexible Pavement Requirements 7.6 Flexible Pavement Requirements, LCN Conversion
More informationLCN ACN-PCN
7.0 PAVEMENT DATA 7.1 General Information 7.2 Footprint 7.3 Maximum Pavement Loads 7.4 Landing Gear Loading on Pavement 7.5 Flexible Pavement Requirements 7.6 Flexible Pavement Requirements, LCN Conversion
More informationABSTRACT KIM, KYUNG JUN. DEVELOPMENT OF RESISTANCE FACTORS FOR AXIAL. CAPACITY OF DRIVEN PILES IN NORTH CAROLINA. (under the direction of Dr.
ABSTRACT KIM, KYUNG JUN. DEVELOPMENT OF RESISTANCE FACTORS FOR AXIAL CAPACITY OF DRIVEN PILES IN NORTH CAROLINA. (under the direction of Dr. Mohammed A. Gabr and Dr. M. Shamimur Rahman) Resistance factors
More informationDevelopment of Motorized Car Jack
Development of Motorized Car Jack Ravi Kumar D Assistant Professor Mechanical Engineering SRM University Shubham Choudhary U.G. Student Mechanical Engineering SRM University Devanshu Pasbola U.G. Student
More informationJRC EFFECTS OF BALLAST DEGRADATION ON PERMANENT DEFORMATION BEHAVIOR FROM LARGE-SCALE TRIAXIAL TESTS
Proceedings of the 214 Joint Rail Conference JRC214 April 2-4, 214, Colorado Springs, CO, USA JRC214-386 EFFECTS OF BALLAST DEGRADATION ON PERMANENT DEFORMATION BEHAVIOR FROM LARGE-SCALE TRIAXIAL TESTS
More informationDrilling & Wells Divis ion
Drilling & Wells Divis ion Conor Gallagher Drilling and Intervention Riser Tensioner Load Modelling and its Impact on Wellhead Fatigue and Riser Loading Subsea 2012 Exhibition & Conference 8 th Feb Introduc
More informationSTATE OF OKLAHOMA DEPARTMENT OF TRANSPORTATION GEOTECHNICAL SPECIFICATIONS FOR ROADWAY DESIGN. June 29, 2011
STATE OF OKLAHOMA DEPARTMENT OF TRANSPORTATION GEOTECHNICAL SPECIFICATIONS FOR ROADWAY DESIGN June 29, 2011 APPENDIX 5. STANDARD FORMS FOR REPORTING GEOTECHNICAL INFORMATION In order to insure uniformity
More informationA Model for the Characterization of the Scrap Tire Bale Interface. B. J. Freilich1 and J. G. Zornberg2
GeoFlorida 21: Advances in Analysis, Modeling & Design 2933 A Model for the Characterization of the Scrap Tire Bale Interface B. J. Freilich1 and J. G. Zornberg2 1 Graduate Research Assistant, Department
More informationThe Shock Absorber Handbook Second Edition
The Shock Absorber Handbook Second Edition John C. Dixon, Ph.D, F.I.Mech.E., F.R.Ae.S. Senior Lecturer in Engineering Mechanics The Open University, Great Britain IICIUTIHHIIL BICINTINNIIM. John Wiley
More informationPlastic Hinging Considerations for Single-Column Piers Supporting Highly Curved Ramp Bridges
Plastic Hinging Considerations for Single-Column Piers Supporting Highly Curved Ramp Bridges Western Bridge Engineers Seminar Reno, NV Greg Griffin, P.E., S.E. - Senior Bridge Engineer e Griffin, P.E.,
More information2 nd International Conference on Timber Bridges. Ryan Woodward Ted Zoli. Las Vegas, Two Bridges Built Using Black Locust Wood
2 nd International Conference on Timber Bridges Ryan Woodward Ted Zoli Las Vegas, 2013 Two Bridges Built Using Black Locust Wood Squibb Bridge Brooklyn, NY TWO BRIDGES BUILT USING BLACK LOCUST WOOD 2 12-6
More informationSTIFFNESS CHARACTERISTICS OF MAIN BEARINGS FOUNDATION OF MARINE ENGINE
Journal of KONES Powertrain and Transport, Vol. 23, No. 1 2016 STIFFNESS CHARACTERISTICS OF MAIN BEARINGS FOUNDATION OF MARINE ENGINE Lech Murawski Gdynia Maritime University, Faculty of Marine Engineering
More informationModeling of Contact Area for Radial-Ply Tire Based on Tire Size, Inflation Pressure and Vertical Load
Agricultural Engineering Research Journal 3 (3): 60-67, 013 ISSN 18-3906 IDOSI Publications, 013 DOI: 10.589/idosi.aerj.013.3.3.1118 Modeling of Contact Area for Radial-Ply Tire Based on Tire Size, Inflation
More informationDIVISION: METALS SECTION: STEEL DECKING REPORT HOLDER: 2100 REXFORD ROAD CHARLOTTE, NORTH CAROLINA EVALUATION SUBJECT:
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 3 658 (56) 699 053 www.icc es.org ESR 1 Reissued 1/01 This report is subject to renewal 1/0. DIVISION: 05 00 00 METALS SECTION:
More informationMulti anchored sheet pile wall in soft clay standing on rock
DGF møde, 29.10.2015 i Øst, DTU, Kgs. Lyngby Geoteknikerens hverdag Multi anchored sheet pile wall in soft clay standing on rock by Kristoffer Lauridsen, COWI Carsten S. Sørensen, COWI Søren Juel Christensen,
More informationEvaluation Report CCMC R Ram Jack Helical Foundation Systems and Devices
Evaluation Report CCMC 14039-R Ram Jack Helical Foundation Systems and Devices MasterFormat: 31 62 16.01 Evaluation issued: 2016-07-28 Re-evaluation due: 2019-07-28 1. Opinion It is the opinion of the
More informationImplementation and Thickness Optimization of Perpetual Pavements in Ohio
Implementation and Thickness Optimization of Perpetual Pavements in Ohio OTEC 2015 Issam Khoury, PhD, PE Russ College of Engineering and Technology Ohio University, Athens, Ohio Outline Background prior
More information7.1 General Information. 7.2 Landing Gear Footprint. 7.3 Maximum Pavement Loads. 7.4 Landing Gear Loading on Pavement
7.0 PAVEMENT DATA 7.1 General Information 7.2 Landing Gear Footprint 7.3 Maximum Pavement Loads 7.4 Landing Gear Loading on Pavement 7.5 Flexible Pavement Requirements - U.S. Army Corps of Engineers Method
More informationRHOMBUS MECHANISM WITH FLUID DAMPER
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 4 Paper No. 11 RHOMBUS MECHANISM WITH FLUID DAMPER Deh-Shiu Hsu 1, Ming-Che Hsu, and Yung-Feng Lee 3 ABSTRACT Structural
More information0 Issued for Information SHS 10/06/16 JAL 10/10/16 JCP 10/10/16
Project/Plant: Unit(s): Plant Gorgas Gypsum Pond Units 6-7 Title/Subject: Slope Stability Analysis of Plant Gorgas Gypsum Pond Dam Purpose/Objective: Analyze slope stability of the Plant Gorgas Gypsum
More informationTERRATORQUE HELICAL ANCHORS AND HELICAL PILING PRODUCT CATALOG
TERRATORQUE HELICAL ANCHORS AND HELICAL PILING PRODUCT CATALOG INTRODUCTION TerraTorque offers quality helical anchors and helical piling to industry. Our products are available in square shaft (type TS)
More informationGeomembrane Test Methods
Appendix 2 Geomembrane Test Methods AMERICAN SOCIETY FOR TESTING AND MATERIALS (arranged by number) ASTM D-5 ASTM D-36 ASTM D-256 ASTM D-412 ASTM D-413 ASTM D-471 ASTM D-570 ASTM D-638 ASTM D-696 ASTM
More informationRHOMBUS BRIQUETTING MECHANISM MODELLING
RHOMBUS BRIQUETTING MECHANISM MODELLING Edgars Repsa, Eriks Kronbergs Institute of Mechanics, Faculty of Engineering, Latvia University of Agriculture edgars.repsa@llu.lv, eriks.kronbergs@llu.lv Abstract.
More informationCOST ANALYSIS FOR BRIDGE AND CULVERT. Essam A. Mostafa
Seventh International Water Technology Conference IWTC7 Cairo 1-3 April 2003 357 COST ANALYSIS FOR BRIDGE AND CULVERT Essam A. Mostafa Associate Professor, Irrigation & Hydraulics Department, Faculty of
More informationInternal Combustion Engines
Lecture-31 Prepared under QIP-CD Cell Project Internal Combustion Engines Ujjwal K Saha, Ph.D. Department of Mechanical Engineering Indian Institute of Technology Guwahati 1 Introduction Known as Hot air
More informationANALYSIS ON MECHANICAL PARAMETERS OF LUNAR ROVER WHEEL
ANALYSIS ON MECHANICAL PARAMETERS OF LUNAR ROVER WHEEL 1,2 DAWEI JIN, 1 JIANQIAO LI, 3 JIANXIN ZHU, 3 CHUNHUA ZHANG 1 Key laboratary of Bionic Engineering (Ministry of Education), Jilin University, Changchu
More informationSMOOTH PAVEMENTS LAST LONGER! Diamond Grinding THE ULTIMATE QUESTION! Rigid Pavement Design Equation. Preventive Maintenance 2 Session 2 2-1
THE ULTIMATE QUESTION! Diamond Increased Pavement Performance and Customer Satisfaction Using Diamond How do I make limited budget dollars stretch and provide a highway system that offers a high level
More informationREPORT HOLDER: CLARKDIETRICH BUILDING SYSTEMS 9050 CENTRE POINTE DRIVE, SUITE 400 WEST CHESTER, OHIO EVALUATION SUBJECT:
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 1464 Reissued 01/2018 This report is subject to renewal 01/2019. DIVISION: 05 00
More informationFootstep Power Generation
GRD Journals- Global Research and Development Journal for Engineering Volume 2 Issue 7 June 2017 ISSN: 2455-5703 Footstep Power Generation Mr. Vishwanil V. Sarnaik Department of Mechanical Engineering
More informationInfluence of Parameter Variations on System Identification of Full Car Model
Influence of Parameter Variations on System Identification of Full Car Model Fengchun Sun, an Cui Abstract The car model is used extensively in the system identification of a vehicle suspension system
More informationPrediction of Bias-Ply Tire Deflection Based on Contact Area Index, Inflation Pressure and Vertical Load Using Linear Regression Model
World Applied Sciences Journal (7): 911-918, 013 ISSN 1818-495 IDOSI Publications, 013 DOI: 10.589/idosi.wasj.013..07.997 Prediction of Bias-Ply Tire Deflection Based on Contact Area Index, Inflation Pressure
More informationLaboratory Vane Apparatus SL800. Impact Test Equipment Ltd & User Guide. User Guide
Laboratory Vane Apparatus SL800 Impact Test Equipment Ltd www.impact-test.co.uk & www.impact-test.com User Guide User Guide Impact Test Equipment Ltd. Building 21 Stevenston Ind. Est. Stevenston Ayrshire
More informationSPE MS. Abstract
SPE-179088-MS Optimizing Bridge Plug Milling Efficiency Utilizing Weight-On-Bit to Control Debris Size: A Comparative Study of the Debris Size vs Weight-On-Bit Utilizing Five Bladed Carbide Mill, Tri-Cone
More informationREPORT ON SCALA PENETROMETER IRREGULARITY
REPORT ON SCALA PENETROMETER IRREGULARITY Associated Test Method(s) NZS4402: 1988 supplement Test 6.5.2 Author(s) SJ Anderson, Geotechnics Ltd Report Date May 2010 NZS4402: 1988 supplement Test 6.5.2 Page
More informationISO PHASE 2 BENCHMARKING ISO (DIS) COMPARISON OF REVISED GEOTECHNICAL CLAUSES REPORT WITH ORIGINAL CLAUSES AND SNAME
Noble House 39 Tabernacle Street London EC2A 4AA Phone +44 2 7812 87 Fax +44 2 7812 871 www.gl-nobledenton.com REPORT ISO PHASE 2 BENCHMARKING COMPARISON OF REVISED GEOTECHNICAL CLAUSES WITH ORIGINAL CLAUSES
More informationPerformance of Solar Flat plate by using Semi- Circular Cross Sectional Tube
Performance of Solar Flat plate by using Semi- Circular Cross Sectional Tube Alok Kumar 1 1 National Institute of Technology Patna, kumargaurav4321@gmail.com and 9576288028 Abstract Solar flat plate collector
More informationMETHODOLOGY FOR THE SELECTION OF SECOND HAND (RELAY) RAIL
METHODOLOGY FOR THE SELECTION OF SECOND HAND (RELAY) RAIL The G-Index and Wear Rates. Written By Michael R. Garcia, P.E. Chief, Rail Engineering Bureau of Railroads Room 302 Illinois Department of Transportation
More informationDEEP FOUNDATION. Improving Reliability of Foundations for Tall Buildings. By : Ir. Chow Chee Meng Date: th March 2014
DEEP FOUNDATION Improving Reliability of Foundations for Tall Buildings By : Ir. Chow Chee Meng Date: 26-28 th March 2014 G&P Geotechnics Sdn Bhd (www.gnpgroup.com.my) VIRTUALLY EVERY STRUCTURE IS SUPPORTED
More informationDEVELOPMENT OF A FOOT OPERATED HYDRAULIC LIFTER FOR AUTOMOBILE WORKSHOPS
DEVELOPMENT OF A FOOT OPERATED HYDRAULIC LIFTER FOR AUTOMOBILE WORKSHOPS Ikechukwu Celestine Ugwuoke, Olawale James Okegbile and Ibukun Blessing Ikechukwu Department of Mechanical Engineering, Federal
More informationPurlins and Girts. A division of Canam Group
Purlins and Girts A division of Canam Group TABLE OF CONTENTS OUR SOLUTIONS AND SERVICES............................................................ 5 Cautionary statement..................................................................
More informationStatus of the first experiment at the PaveLab
Status of the first experiment at the PaveLab Fabricio Leiva-Villacorta, PhD Jose Aguiar-Moya, PhD Luis Loria-Salazar, PhD August 31 st, 215 Research Philosophy NANO MICRO MACRO FULL SCALE Phase I Experiment
More informationDesign of Vibration Simulator with Output Vibration in Translational Direction
ISSN 2229-5518 1 Design of Vibration Simulator with Output Vibration in Translational Direction Lovely Lady, Sam Herodian, Bambang Pramudya, I Dewa Made Subrata Abstract Machinery has helped human work
More informationFDOT S CRITERIA FOR WIND ON PARTIALLY CONSTRUCTED BRIDGES
FDOT S CRITERIA FOR WIND ON PARTIALLY CONSTRUCTED BRIDGES DENNIS GOLABEK CHRISTINA FREEMAN BIOGRAPHY Mr. Golabek has recently joined Kisinger Campo & Associates and is the Chief Structures Engineer. He
More informationSubmittal Data. Fiberglass Bondstrand 2000 Pipe pe
Submittal Data Fiberglass Bondstrand 2000 Pipe pe Uses and Applications Chilled Water Chilled Hot Water Domestic Hot Water Condensate (Hot Water) return General service piping Jet fuel piping Mild chemicals
More informationEngineering & Design Data
PVC & CPVC Corrosion Resistant Industrial Pressure Pipe Engineering & Design Data Engineering & Design Data Hydraulic Shock Hydraulic shock is the term used to describe the momentary pressure rise in a
More informationHuman Powered Vehicle Concept Generation and Selection
Human Powered Vehicle Concept Generation and Selection Matt Gerlich, Alex Hawley, Phillip Kinsley, Heather Kutz, Kevin Montoya, Erik Nelson October 29, 2013 Overview Project Description Name Overall Vehicle
More informationA Relationship between Tyre Pressure and Rolling Resistance Force under Different Vehicle Speed
A Relationship between Tyre Pressure and Rolling Resistance Force under Different Vehicle Speed Apiwat Suyabodha Department of Automotive Engineering, Rangsit University, Lak-hok, Pathumthani, Thailand
More informationPRODUCT SUMMARY INNOVATIVE PILING EQUIPMENT. Est
PRODUCT SUMMARY INNOVATIVE PILING EQUIPMENT 40 Est. 19742014 HYDRAULIC PILING HAMMERS Principal Advantages. Unrivalled production rates rapid blow rates save time and money, shortening project duration.
More informationClips, Bearing Plates and Fasteners for Standing Seam Panel Attachment
Clips, Bearing Plates and Fasteners for Standing Seam Panel Attachment SFS intec has been manufacturing standing seam clips for over thirty years and we are the metal building industry s most complete
More informationSection 5. Crude Oil and Natural Gas Resource Development
Section 5. Crude Oil and Natural Gas Resource Development The September 4 rotary rig count was 1,4, slightly higher than the count in August 4 and 13 percent higher than the count in September 3. Of the
More informationRevision and Errata List AISC Steel Construction Manual, 13 th Edition, Third Printing (Revision 2 June 2010)
Revision and Errata List AISC Steel Construction Manual, 13 th Edition, Third Printing (Revision 2 June 2010) The following list represents corrections that have been made in the Fourth Printing of the
More informationPavement performance evaluation for different combinations of temperature conditions and bituminous mixes
Innov. Infrastruct. Solut. (2016) 1:40 DOI 10.1007/s41062-016-0040-9 ORIGINAL PAPER Pavement performance evaluation for different combinations of temperature conditions and bituminous mixes M. S. Ranadive
More informationREPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS INC ELM AVENUE FONTANA, CALIFORNIA EVALUATION SUBJECT:
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 6 0543 www.icc es.org ESR 220 Reissued 03/ This report is subject to renewal 03/. DIVISION: 06 00 00 WOOD, PLASTICS
More informationBray/McCannalok High Performance Butterfly Valves Technical Manual
Bray/McCannalok High Performance Butterfly s TM123-6/1/215 TABLE OF CONTENTS Seating & Unseating Torques 1 ASME 15 - Torques (Lb-in) 2 ASME 15 - Torques (Lb-in) 3 ASME 3 - Torques (Lb-in) 4 ASME 6 - Torques
More informationClips, Bearing Plates and Fasteners for Standing Seam Panel Attachment
Clips, Bearing Plates and Fasteners for Standing Seam Panel Attachment SFS intec has been manufacturing standing seam clips for over thirty years and we are the metal building industry s most complete
More informationBondstrand 5000/5000C Product Data (Severely Corrosive Industrial Service and Oxidizing Acids)
Bondstrand 5000/5000C Product Data (Severely Corrosive Industrial Service and Oxidizing Acids) Uses and Applications Acid drains Bleach processing Chemical process piping Chlorinated water Chlorine Corrosive
More informationThe CSF-mini series now includes Ultra Flat models with High-Moment Stiffness
New Product News Vol. 22 Toll Free Speed Phone (877) SERVO98 Sensor Toll Reducer Free Fax (877) SERV99 Controller Motor Other System Elements Driver The CSF-mini series now includes Ultra Flat models with
More informationDESIGN OF MACHINE MEMBERS - I
R10 Set No: 1 III B.Tech. I Semester Regular and Supplementary Examinations, December - 2013 DESIGN OF MACHINE MEMBERS - I (Mechanical Engineering) Time: 3 Hours Max Marks: 75 Answer any FIVE Questions
More informationSubject: Pneumatic Training Kit with portable Air Compressor
MSME TOOL ROOM: HYDERABAD (CENTRAL INSTITUTE OF TOOL DESIGN) Balanagar, Hyderabad 500 037 TEL.NO.23772747, 23776168 FAX No.0-4023772658 E-mail:citdpurchase@citdindia.org Visit us: www.citdindia.org. TENDER
More informationVOL. 11, NO. 24, DECEMBER 2016 ISSN ARPN Journal of Engineering and Applied Sciences
THE EFFECT OF OVERLOADED HEAVY VEHICLES ON THE VALUES OF AXLE LOAD DISTRIBUTION, TIRE PRESSURE AND EQUIVALENT AXLE LOAD (CASE STUDY: JENU TUBAN ATERIAL ROAD, EAST JAVA, INDONESIA) Catur Arif Prastyanto
More informationTimber-Concrete Composite Floor
Timber-Concrete Composite Floor Technology Research, Design and Implementation Presented by: Dr. Peggi Clouston, Peng, MASc, PhD Associate Professor clouston@umass.edu Disclaimer: This presentation was
More informationMulti capacity load cell prototype
ACTA IMEKO ISSN: 2221 870X November 2016, olume 5, Number 3, 64 69 Multi capacity load cell prototype Seif M. Osman 1, Rolf Kumme 2, Hany M. El Hakeem 1, Frank Löffler 2, Ebtisam H. Hasan 1, Ragaie M.
More informationIndustrial Products Pipeline Solutions
Industrial Products Pipeline Solutions With over 40 years experience in the pipeline industry, Toshiba offers unsurpassed quality and reliability in medium voltage motor and medium voltage drive solutions
More informationPIPINGSOLUTIONS, INC.
Piping Stress Analysis Where do I start? The following information will take you step-by-step through the logic of the data collection effort that should occur prior to beginning to model a piping system
More informationComposite Long Shaft Coupling Design for Cooling Towers
Composite Long Shaft Coupling Design for Cooling Towers Junwoo Bae 1,#, JongHun Kang 2, HyoungWoo Lee 2, Seungkeun Jeong 1 and SooKeun Park 3,* 1 JAC Coupling Co., Ltd., Busan, South Korea. 2 Department
More informationHS CYCLIC CUM STATIC TRIAXIAL TEST SYSTEM
HS28.610 CYCLIC CUM STATIC TRIAXIAL TEST SYSTEM Meets the essential requirements of ASTM-5311/3999 Introduction The system is a highly advanced combination of hydraulic and pneumatic technology where σ1
More informationEN TRA ENGINEERING AND TRADING SRL
Foundation Equipment Grabs for diaphragm wall and piling Hydraulic Casing oscillators Power Packs Casing joints Stop-end pipes Water stop elements Hydraulic extractors Piling tools and accessories MADE
More informationMARINE FOUR-STROKE DIESEL ENGINE CRANKSHAFT MAIN BEARING OIL FILM LUBRICATION CHARACTERISTIC ANALYSIS
POLISH MARITIME RESEARCH Special Issue 2018 S2 (98) 2018 Vol. 25; pp. 30-34 10.2478/pomr-2018-0070 MARINE FOUR-STROKE DIESEL ENGINE CRANKSHAFT MAIN BEARING OIL FILM LUBRICATION CHARACTERISTIC ANALYSIS
More informationJSSI MANUAL FOR BUILDING PASSIVE CONTROL TECHNOLOGY PART-10 TIME-HISTORY ANALYSIS MODEL FOR NONLINEAR OIL DAMPERS
3 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August -6, 4 Paper No. 83 JSSI MANUAL FOR BUILDING PASSIVE CONTROL TECHNOLOGY PART- TIME-HISTORY ANALYSIS MODEL FOR NONLINEAR OIL
More informationBandmill Strain System Response
Bandmill Strain System Response Bruce Lehmann, Ph.D., P.Eng, Sr. Engineer, Thin Kerf Technologies Inc. The responsiveness of the strain system of a bandmill is a critical factor for bandsaw performance
More informationND DYNAMOC .STATIC STR INTS BERGEN-PATERSON PIPESUPPORT CORPORATION DESIGN INFORMATION WOBURN, MASSACHUSETTS 01888
CATALOG 82 ENGINEERING SUPPLEMENT NO.3.STATIC ND DYNAMOC STR INTS DESIGN INFORMATION BERGEN-PATERSON PIPESUPPORT CORPORATION WOBURN, MASSACHUSETTS 01888 Bergen-Paterson markets the widest selection of
More information