砂土地基中V-H-M组合荷载下单桩分析方法研究

木林隆; 康兴宇; 李婉

doi:10.11779/CJGE2017S2038

砂土地基中V-H-M组合荷载下单桩分析方法研究 English Version

木林隆^{1, 2},
康兴宇^{1, 2},
李婉^{1, 2}

1. 同济大学地下建筑与工程系,上海 200092;
2. 同济大学岩土及地下工程教育部重点实验室,上海 200092

基金项目: 国家自然科学基金项目（41572260,51208378）; 国家重点基础研究发展规划项目（973项目）（2013CB036304）

详细信息

作者简介:
木林隆(1984- ),男,副教授,主要从事桩基与地下工程开挖方面的研究工作。E-mail：mulinlong@hotmail.com。

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- 文章访问数: 330
- HTML全文浏览量: 1
- PDF下载量: 188
出版历程
- 收稿日期: 2017-08-01
- 发布日期: 2017-12-19

Analytical method for single pile under V-H-M combined loads in sand

MU Lin-long^{1, 2},
KANG Xing-yu^{1, 2},
LI Wan^{1, 2}

1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;
2. Key Laboratory of Geotechnical and Underground Engineering of Ministy of Education, Tongji University, Shanghai 200092, China

摘要

摘要:
This page contains the following errors:
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- 单桩 /
- 组合荷载 /
- 抗弯矩作用 /
- P-38-0040/img_3.wmf10.011.0效应 /
- 修正桩侧土抗力
Abstract:
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- single pile /
- combined load /
- resisting bending moment MR /
- P-Δ /

HTML全文

参考文献(14)

[1]	DAS B M, SEELEY G R, RAGHU D. Uplift capacity of model piles under oblique loads[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1976, 102(9): 1009-1013.
[2]	王卫中. 砂土中组合荷载下柔性单桩承载机理研究[D]. 上海: 同济大学, 2013 .(WANG Wei-zhong. Research on bearing mechanism of single pile under combined loads in sandy ground[D]. Shanghai: Tongji University, 2013. (in Chinese))
[3]	KARTHIGEYAN S, RAMAKRISHNA V V G S T, RAJAGOPAL K. Numerical investigation of the effect of vertical load on the lateral response of piles[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(5): 512-521.
[4]	张静. 竖向荷载对大直径管桩水平承载特性影响的数值模拟和模型试验[D]. 上海: 同济大学, 2014. (ZHANG Jing. Numerical simulation and modeling test of the influence of vertical load on the lateral response of large-diameter pile[D]. Shanghai: Tongji University, 2014. (in Chinese))
[5]	赵明华. 轴向和橫向荷载同时作用下的桩基计算[J]. 湖南大学学报(自然科学版), 1987, 14(2): 66-81. (ZHAO Ming-hua. The calculation of piles under simultaneous axial and lateral loading[J]. Journal of Hunan University (Natural Science), 1987, 14(2): 66-81. (in Chinese))
[6]	MCCLELLAND B, FOCHT J A. Soil modulus for laterally loaded piles[J]. Journal of the Soil Mechanics and Foundations Division, 1958, 82: 1-22.
[7]	REESE L C, COX W R, KOOP F D. Analysis of laterally loaded piles in sand[C]// Proceedings of the 6th Annual Offshore Technology Conference. Houston, 1974: 473-485.
[8]	REESE L C, WELCH R C. Lateral loading of deep foundations in stiff clay[J]. Journal of the Geotechnical Engineering Division, 1975, 101(7): 633-649.
[9]	NORRIS G M. Theoretically based BEF laterally loaded pile analysis[C]// Proceedings of the 3rd International Conference on Numerical Methods in Offshore Piling. London, 1986: 361-386.
[10]	ASHOUR M, NORRIS G M, PILLING P. Lateral loading of a pile in layered soil using the strain wedge model[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124(4): 303-315.
[11]	MCVAY M C, NIRAULA L. Development of p - y curves for large diameter piles/drilled shafts in limestone for fbpier[R]. Gainesville: University of Florida, 2004.
[12]	王国粹, 杨敏. 砂土中水平受荷桩非线性分析[J]. 岩土力学, 2011, 32(增刊2): 261-267. (WANG Guo-cui, YANG Min. Nonlinear analysis of laterally loaded piles in sand[J]. Rock and Soil Mechanics, 2011, 32(S2): 261-267. (in Chinese))
[13]	XU L Y, CAI F, WANG G X, et al. Nonlinear analysis of laterally loaded single piles in sand using modified strain wedge model[J]. Computers and Geotechnics, 2013, 51(2): 60-71.
[14]	REESE L C, COX W R, GRUBBS B R. Lateral load test of instrumented piles in sand at Mustang Island[R]. Houston: Shell Development Company, 1967.

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