Journal of Shanghai Jiao Tong University ›› 2018, Vol. 52 ›› Issue (12): 1587-1593.doi: 10.16183/j.cnki.jsjtu.2018.12.007
Previous Articles Next Articles
ZHANG Yaguo,LI Jingpei
Published:
2025-07-02
CLC Number:
ZHANG Yaguo,LI Jingpei. Distribution Characteristics of Stress and Pore Pressure Induced by Pile Jacking[J]. Journal of Shanghai Jiao Tong University, 2018, 52(12): 1587-1593.
[1]HU P, WANG D, CASSIDY M J, et al. Predicting the resistance profile of a spudcan penetrating sand overlying clay[J]. Canadian Geotechnical Journal, 2014, 51(10): 1151-1164. [2]KIAT T K, CHEN Z R, FAI L C, et al. Enhanced analysis of pile flexural behavior due to installation of adjacent pile[J]. Canadian Geotechnical Journal, 2014, 51(6): 705-711. [3]JARDINE R J, ZHU B T, FORAY P, et al. Mea-surement of stresses around closed-ended displacement piles in sand[J]. Geotechnique, 2013, 63(1): 1-17. [4]LIU J W, ZHANG Z M, YU F, et al. Case history of installing instrumented jacked open-ended piles[J]. Journal of Geotechnical & Geoenvironmental Engineering, 2012, 138(7): 810-820. [5]张亚国, 李镜培. 软黏土中静压沉桩引起的侧向挤土位移分析[J]. 同济大学学报(自然科学版), 2015, 43(12): 1801-1806. ZHANG Yaguo, LI Jingpei. Lateral displacements of ground caused by piles installation in soft clay[J]. Journal of Tongji University (Natural Science), 2015, 43(12): 1801-1806. [6]LEE F H, JUNEJA A, TAN T S. Stress and pore pressure changes due to sand compaction pile installation in soft clay[J]. Geotechnique, 2004, 54(1): 1-16. [7]DEJONG J T, RANDOLPH M. Influence of partial consolidation during cone penetration on estimated soil behavior type and pore pressure dissipation measurements[J]. Journal of Geotechnical & Geoenvironmental Engineering, 2012, 138(7): 777-788. [8]孟振, 陈锦剑, 王建华. 基于修正剑桥模型的软黏土中沉桩过程欧拉-拉格朗日耦合模拟分析[J]. 上海交通大学学报, 2017, 51(3): 263-268. MENG Zhen, CHEN Jinjian, WANG Jianhua. The coupled Eulerian-Lagrangian analysis of pile jacking process in saturated soft clay by using modified Cam-clay model[J]. Journal of Shanghai Jiao Tong University, 2017, 51(3): 263-268. [9]CHOW S H, O’LOUGHLIN C, RANDOLPH M. Soil strength estimation and pore pressure dissipation for free-fall piezocone in soft clay[J]. Geotechnique, 2014, 64(10): 817-827. [10]CAO L F, TEH C I, CHANG M F. Undrained cavity expansion in modified Cam clay Ⅰ: Theoretical analysis[J]. Geotechnique, 2001, 51(4): 323-334. [11]ZHANG Y G, LI J P, LIANG F Y, et al. Modified approach to evaluation of undrained shear strength from piezocone tests in soft clays[J]. Marine Georesources & Geotechnology, 2017, 35(1): 80-88. [12]RANDOLPH M F, WROTH C P. An analytical solution for the consolidation around a driven pile[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1979, 3: 217-229. |
[1] | JIN Xiaokai, CHEN Jinjian, LIAO Chencong. Wave Flume Simulation Experiment on Influence of Wave Load on Bearing Capacity of Monopile [J]. Journal of Shanghai Jiao Tong University, 2021, 55(4): 365-371. |
[2] | YING Hongwei, XU Dingye, WANG Di, ZHANG Lisha. Analysis of Non-Darcy Flow in Aquitard at Bottom of Foundation Pit Under Fluctuation of Confined Water [J]. Journal of Shanghai Jiao Tong University, 2020, 54(12): 1300-1306. |
[3] | TANG Jianhui,LI Ping,WANG Xinlang,JIN Yitong. Field Technological Test on Soft Ground Improvement by the In-Tube Deep Dynamic Compaction Method [J]. Journal of Shanghai Jiaotong University, 2019, 53(7): 812-818. |
[4] | MENG Zhen, CHEN Jinjian, WANG Jianhua. The Coupled Eulerian-Lagrangian Analysis of Pile Jacking Process in Saturated Soft Clay by Using Modified Cam-Clay Model [J]. Journal of Shanghai Jiao Tong University, 2017, 51(3): 263-268. |
[5] | HOU Yongmao. Face Stability Analysis of Tunnels with Consideration of the Influence of Excess Pore Pressures [J]. Journal of Shanghai Jiaotong University, 2015, 49(07): 973-976. |
[6] | WEN Feng, WANG Jian-hua. Stability Analysis of Layered Seabed Under Wave and Current Loading [J]. Journal of Shanghai Jiao Tong University, 2014, 48(06): 793-797,803. |
Viewed | ||||||||||||||||||||||||||||||||||||||||||||||
Full text 20
|
|
|||||||||||||||||||||||||||||||||||||||||||||
Abstract 37
|
|
|||||||||||||||||||||||||||||||||||||||||||||