|Table of Contents|

Analysis of Vertical Bearing Capacity of Pile Foundation Based on American Standard(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2021年06期
Page:
25-32
Research Field:
软土地基加固与基础工程
Publishing date:

Info

Title:
Analysis of Vertical Bearing Capacity of Pile Foundation Based on American Standard
Author(s):
HUO Zhi-liang12 SUN Li-qiang1LANG Rui-qing3 YU Chang-yi4 NIU Zeng-xiang5
(1. School of Civil Engineering, Tianjin University, Tianjin 300072, China; 2. Tianjin Municipal Engineering Design and Research Institute Co., Ltd., Tianjin 300051, China; 3. Key Laboratory of Soft Soil Engineering Characteristics and Engineering Environment of Tianjin, Tianjin Chengjian University, Tianjin 300384, China;
Keywords:
American standard pile foundation static cone penetration test ultimate bearing capacity
PACS:
TU312
DOI:
10.19815/j.jace.2021.08046
Abstract:
In order to further improve the quality of China's overseas projects, the bearing capacity calculation methods of AASHTO LRFD method and LCPC method based on static cone penetration test were expounded. The similarities and differences of pile foundation bearing capacity design methods between Chinese standards and American standards were compared and analyzed. According to the calculation example and comparative analysis of an overseas project, the results of different pile foundation vertical bearing capacity calculation methods were obtained. The results show that the pile foundation bearing capacity calculated by AASHTO LRFD method and LCPC method based on static cone penetration test are close. Due to the small standard value of pile friction and the limitation of allowable value of pile end bearing capacity in sandy soil, the calculated pile side friction and end resistance are small based on Specifications for Design of Foundation of Highway Bridges and Culverts. Through the analysis, it is also obtained that the in-situ test results such as groundwater buried depth and standard penetration test have great influences on the calculation results by using AASHTO LRFD method. The overseas project geotechnical investigation based on American standard focuses on the in-situ test results, and attention should be paid to the standardization of its operation in the field work.

References:

[1] 缪林昌,周贻鑫,李植淮,等.中美欧规范桩基承载力计算设计对比[J].中外公路,2016,36(1):77-81.
MIAO Lin-chang,ZHOU Yi-xin,LI Zhi-huai,et al.Comparison of Pile Foundation Bearing Capacity Calculation and Design in China,the United States and Europe[J].Journal of China & Foreign Highway,2016,36(1):77-81.
[2]孔友南,陈 谦,曹凯平,等.中美欧日桩基承载力设计规范比较[J].水运工程,2018(6):231-236.
KONG You-nan,CHEN Qian,CAO Kai-ping,et al.Design Code Comparison of Pile Foundation Bearing Capacity in China,the United States,Europe and Japan[J].Port & Waterway Engineering,2018(6):231-236.
[3]陈 峰,游亿财,李 翔.巴基斯坦冲积平原区PKM高速公路桥梁桩基承载力的计算分析[J].路基工程,2018(增1):44-47.
CHEN Feng,YOU Yi-cai,LI Xiang.Calculation and Analysis on Bearing Capacity of Bridge Pile Foundation of PKM Motorway in Pakistan Alluvial Plain[J].Subgrade Engineering,2018(S1):44-47.
[4]赵胤儒,尤 岭,周 涛.中国美国巴基斯坦桥梁设计标准规范对比分析——以巴基斯坦卡洛特水电站工程为例[J].水利水电快报,2020,41(3):62-68.
ZHAO Yin-ru,YOU Ling,ZHOU Tao.Comparative Analysis of Chinese,American and Pakistani Standard and Regulations in Bridge Design:Case of Karot Hydropower Station in Pakistan[J].Express Water Resources & Hydropower Information,2020,41(3):62-68.
[5]兰千钰,王 彪.基于中欧规范桩基承载力的CPT法探讨[J].港工技术,2019,56(增1):72-74.
LAN Qian-yu,WANG Biao.Research on CPT Method for Bearing Capacity of Pile Foundation Based on Chinese & European Standard[J].Port Engineering Technology,2019,56(S1):72-74.
[6]LRFD-9-2020,The AASHTO LRFD Bridge Design Specifications(9th Edition)[S].
[7]BROWN D A,TURNER J P,CASTELLI R J.Drilled Shafts:Construction Procedures and LRFD Design Methods[M].Washington DC:FHWA,2010.
[8]RIX G J,WAINAINA N,EBRAHIMI A,et al.Manual on Subsurface Investigations[R].Washington DC:FHWA,2018.
[9]SABATINI P,BACHUS R,MAYNE P,et al.Geotechnical Engineering Circular No.5:Evaluation of Soil and Rock Properties[R].Washington DC:FHWA,2002.
[10]ASTM D4633-16,Standard Test Method for Energy Measurement for Dynamic Penetrometers[S].
[11]ASTM D6066-11,Standard Practice for Determining the Normalized Penetration Resistance of Sands for Evaluation of Liquefaction Potentia Standard[S].
[12]LIAO S S C,WHITMAN R V.Overburden Correction Factors for SPT in Sand[J].Journal of Geotechnical Engineering,1986,112(3):373-377.
[13]MAYNE P W,KEMPER J B.Profiling OCR in Stiff Clays by CPT and SPT[J].Geotechnical Testing Journal,1988,11(2):139-147.
[14]JTG 3363—2019,公路桥涵地基与基础设计规范[S].
JTG 3363—2019,Specifications for Design of Foundation of Highway Bridges and Culverts[S].
[15]ROBERTSON P K,WRIDE C E.Evaluating Cyclic Liquefaction Potential Using the Cone Penetration Test[J].Canadian Geotechnical Journal,1998,35(3):442-459.
[16]ROBERTSON P K.Soil Behaviour Type from the CPT:An Update[C]//ALBUQUERQUE P,FONTAINE E,CARVALHO D D.Proceedings of the 2nd International Symposium on Cone Penetration Testing.Huntington Beach:Taylor & Francis,2010:575-583.
[17]蔡国军,刘松玉,PUPPALA A J,等.基于CPTU测试的桩基承载力可靠性分析[J].岩土工程学报,2011,33(3):404-412.
CAI Guo-jun,LIU Song-yu,PUPPALA A J,et al. Reliability Assessment of Bearing Capacity of Pile Foundation Based on CPTU Data[J].Chinese Journal of Geotechnical Engineering,2011,33(3):404-412.
[18]LUNNE T,POWELL J,ROBERTSON P K.Cone Penetration Testing in Geotechnical Practice[M].Los Angeles:CRC Press,2002.
[19]MAYNE P W.Cone Penetration Testing[M].Washington DC:Transportation Research Board,2007.
[20]ESLAMI A,FELLENIUS B H.Pile Capacity by Direct CPT and CPTU Methods Applied to 102 Case Histories[J].Canadian Geotechnical Journal,1997,34(6):886-904.
[21]KAVAZANJIAN J E,MATASOVIC N,HADJ-HAMOU T,et al.Geotechnical Engineering Circular No.3.Design Guidance:Geotechnical Earthquake Engineering for Highways[M].Washington DC:FHWA,1997.

Memo

Memo:
-
Last Update: 2021-11-01