Journal of Shanghai Jiao Tong University ›› 2018, Vol. 52 ›› Issue (12): 1580-1586.doi: 10.16183/j.cnki.jsjtu.2018.12.006
Previous Articles Next Articles
LI Jingpei,CUI Jifei,LI Lin,ZHAO Gaowen
Published:
2025-07-02
CLC Number:
LI Jingpei,CUI Jifei,LI Lin,ZHAO Gaowen. Influence of Driving Pile on Diaphragm Wall Deformation of Adjacent Foundation Pit[J]. Journal of Shanghai Jiao Tong University, 2018, 52(12): 1580-1586.
[1]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. [2]李镜培, 唐剑华, 李林, 等. 饱和黏土中柱孔三维弹塑性扩张机制研究[J]. 岩石力学与工程学报, 2016, 35(2): 378-386. LI Jingpei, TANG Jianhua, LI Lin, et al. Mechanism of three dimensional elastic-plastic expansion of cylindrical cavity in saturated clay[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(2): 378-386. [3]CHEN S L, ABOUSLEIMAN Y N. Exact drained solution for cylindrical cavity expansion in modified Cam Clay soil[J]. Geotechnique, 2013, 63(6): 510-517. [4]CHEN S L, ABOUSLEIMAN Y N. Drained and undrained analyses of cylindrical cavity contractions by bounding surface plasticity[J]. Canadian Geotechnical Journal, 2016, 53(5): 1398-1411. [5]解廷伟, 左殿军, 王绪锋, 等. 静压桩沉桩过程中地下排污管的动态响应数值分析[J]. 水利学报, 2015, 46(S1): 168-172. XIE Tingwei, ZUO Dianjun, WANG Xufeng, et al. Numerical study on dynamic response of underground sewage disposal pipe due to pile jacked[J]. Journal of Hydraulic Engineering, 2015, 46(S1): 168-172. [6]张磊, 高永涛, 吴顺川.静压桩挤土效应对管道的影响研究[J].路基工程, 2014(5): 40-43. ZHANG Lei, GAO Yongtao, WU Shunchuan. Study on squeezing effect of static pressure pile on pipes[J]. Subgrade Engineering, 2014(5): 40-43. [7]刘汉龙, 金辉, 丁选明, 等. 现浇X型混凝土桩沉桩挤土效应现场试验研究[J]. 岩土力学, 2012, 33(S2): 219-224. LIU Hanlong, JIN Hui, DING Xuanming, et al. Field test research on squeezing effects of X-section cast-in-place concrete pile[J]. Rock and Soil Mechanics, 2012, 33(S2): 219-224. [8]曹兆虎, 孔纲强, 刘汉龙, 等. 基于透明土材料的沉桩过程土体三维变形模型试验研究[J]. 岩土工程学报, 2014, 36(2): 395-400. CAO Zhaohu, KONG Gangqiang, LIU Hanlong, et al. Model tests on 3-D soil deformation during pile penetration using transparent soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(2): 395-400. [9]金国龙, 王勇, 顾开云. 人工挖孔桩施工对紧邻基坑围护结构的影响[J]. 上海交通大学学报, 2012, 46(1): 84-88. JIN Guolong, WANG Yong, GU Kaiyun. Influence of constructing hand-dug piles closing to retaining wall[J]. Journal of Shanghai Jiao Tong University, 2012, 46(1): 84-88. [10]朱宁. 静力压桩引起周围土体变形的理论分析[D]. 南京: 河海大学, 2005. ZHU Ning.Theoretical analysis of soil deformation due to piles jacking[D]. Nanjing: Hehai University, 2005. [11]饶平平, 崔纪飞, 赵琳学, 等.非轴对称位移边界下球孔扩张挤土位移弹性解答[J]. 岩土力学, 2016, 37(4): 992-998. RAO Pingping, CUI Jifei, ZHAO Linxue, et al. Elastic solution to the squeezing displacement of spherical cavity expansion under nonaxisymmetric displacement boundary[J]. Rock and Soil Mechanics, 2016, 37(4): 992-998. [12]秦世伟, 周艳坤, 莫泷. 静压桩沉桩施工对临近隧道的影响[J]. 上海大学学报, 2013, 19(5): 527-533. QIN Shiwei, ZHOU Yankun, MO Long. Influences of driving pile on neighboring tunne[J]. Journal of Shanghai University (Natural Science), 2013, 19(5): 527-533. [13]李国维, 边圣川, 陆晓岑, 等. 软基路堤拓宽静压PHC管桩挤土效应现场试验[J].岩土力学, 2013, 34(4): 1089-1096. LI Guowei, BIAN Shengchuan, LU Xiaocen, et al. Field test on extruding soil caused of PHC pipe pile driving by static pressure for improving soft foundation of widened embankment[J]. Rock and Soil Mechanics, 2013, 34(4): 1089-1096. [14]孙厚超, 李富荣, 陆仁艳. 沉桩挤土效应对临近基坑影响的试验研究[J]. 建筑科学, 2012, 28(9): 48-51. SUN Houchao, LI Furong, LU Renyan. Experimental study on effect of pile soil compaction on adjacent foundation pit[J]. Building Science, 2012, 28(9): 48-51. [15]李富荣, 周乾, 夏前斌, 等. 软土中静压桩施工对紧邻地下连续墙维护结构的影响[J]. 科学技术与工程, 2013, 13(22): 6497-6501. LI Furong, ZHOU Qian, XIA Qianbin, et al. The effect on adjacent diaphragm wall retaining structure by static pressure pile construction[J]. Science Technology and Engineering, 2013, 13(22): 6497-6501. [16]李镜培, 李林, 孙德安, 等.饱和软土地层静压沉桩阻力理论研究[J]. 岩土工程学报, 2015, 37(8): 1454-1461. LI Jingpei, LI Lin, SUN Dean, et al. Theoretical study on sinking resistance of jacked piles in saturated soft clay[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(8): 1454-1461. [17]VESIC A S. Bending of beams resting on isotropic elastic solids[J]. Journal of Soil Mechanics and Foundation Engineering, ASCE, 1961, 87(2): 35-53. |
[1] | HU Anfeng,XIAO Zhirong,JIANG Jinhua,FU Peng,NAN Bowen. Cumulative Lateral Displacement of Single Pile Foundation Under Lateral and Vertical Cyclic Loadings [J]. Journal of Shanghai Jiaotong University, 2020, 54(1): 85-91. |
[2] | ZENG Wei (曾威), QIU Wensheng (丘文生), REN Tao (任涛), SUN Wen (孙文), YANG Yue (杨岳). Multi-Objective Optimization of Rail Pre-Grinding Profile in Straight Line for High Speed Railway [J]. Journal of Shanghai Jiao Tong University (Science), 2018, 23(4): 527-. |
[3] | XIAO Xiao,LI Mingguang,CHEN Jinjian,XIA Xiaohe. Vertical Deformation Mechanism of Diaphragm Wall Due to Unloading in Deep Excavation [J]. Journal of Shanghai Jiao Tong University, 2018, 52(12): 1552-1558. |
[4] | XIAO Xiao, LI Mingguang, XIA Xiaohe, WANG Jianhua. Mechanism Analysis of Influence of Deep Excavation on Deformation of Nearby Cut-and-cover Tunnel [J]. Journal of Shanghai Jiao Tong University, 2018, 52(11): 1437-1443. |
[5] | WANG Xin,ZHANG Qinghe,LAI Yunjin. Stiffness Effect Analysis on Support System of Beam and Slab Structure with Large Opening in Top-down Excavation Foundation Pit [J]. Journal of Shanghai Jiaotong University, 2013, 47(09): 1441-1446. |
[6] | HOU Yong-mao, WANG Jian-hua, GU Qian-yan. 3D FEM Analysis on Deformation Performance of Retaining Structures in Unbraced Excavation [J]. Journal of Shanghai Jiao Tong University, 2009, 43(06): 972-975. |
[7] | FAN Wei, WANG Jian-hua, CHEN Jin-jian. The Evaluation of Deformation Induced by Excavation Considering the Properties of Diaphragm-Soil Interface [J]. Journal of Shanghai Jiao Tong University, 2006, 40(12): 2118-2121. |
Viewed | ||||||
Full text |
|
|||||
Abstract |
|
|||||