Citation: | LI Jia-yu, CHEN Chen. Response of settlement and displacement of adjacent buildings of excavations to corner effect[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2238-2246. |
[1] |
刘国彬, 王卫东. 基坑工程手册[M]. 北京: 中国建筑工业出版社, 2009. (LIU Guo-bin, WANG Wei-dong. Excavation engineering manual[M]. Beijing: China Architecture and Building Press, 1997. (in Chinese))
|
[2] |
杨雪强, 刘祖德, 何世秀. 论深基坑支护的空间效应[J].岩土工程学报, 1998, 20(2): 74-78. (YANG Xue-qiang, LIU Zu-de, HE Shi-xiu. Research about spatial effect of deep pit supporting[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(2): 74-78. (in Chinese))
|
[3] |
刘建航, 侯学渊. 基坑工程手册[M]. 北京: 中国建筑工业出版社, 1997. (LIU Jian-hang, HOU Xue-yuan. Excavation engineering manual[M]. Beijing: China Architecture and Building Press, 1997. (in Chinese))
|
[4] |
OU Chang-yu, CHIOU Dar-chang, WU Tzong-shiann. Three- dimensional element analysis of deep excavations[J]. Journal of Geotechnical Engineering, 1996, 122(5): 337-345.
|
[5] |
OU Chang-yu, SHIAU Bor-yuan, WANG I-wen. Three- dimensional deformation behavior of the Taipei National Enterprise Center (TNEC) excavation case history[J]. Canadian Geotechnical Journal, 2000, 37(2): 438-448.
|
[6] |
NAKAI T, SHAHIN H M, IWATA N, et al. 3D effects in excavation problems: Model tests and numerical simulations[C]// Proceedings of 2nd Japan-US Workshop on Testing, Modeling, and Simulation. Kyoto, 2005: 407-426.
|
[7] |
BLACKBURN J T, FINNO R J. Three-dimensional responses observed in an internally braced excavation in soft clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(11): 1364-1373.
|
[8] |
FINNO R J, BLACKBURN J T, ROBOSKI J F. Three-dimensional effects for supported excavations in clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(1): 30-36.
|
[9] |
郑 刚, 李志伟. 坑角效应对基坑周边建筑物影响的有限元分析[J]. 天津大学学报, 2012, 45(8): 688-699. (ZHENG Gang, LI Zhi-wei. Finite element analysis of adjacent building response tocorner effect of excavation[J]. Journal of Tianjin University, 2012, 45(8): 688-699. (in Chinese))
|
[10] |
俞建霖, 龚晓南. 深基坑工程的空间性状分析[J]. 岩土工程学报, 1999, 21(1): 21-25. (YU Jian-lin, GONG Xiao-nan. Spatial behavior analysis of deep excavation[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(1): 21-25. (in Chinese))
|
[11] |
应宏伟, 李 涛, 杨永文, 等. 深基坑隔断墙保护邻近建筑物的效果与工程应用分析[J]. 岩土工程学报, 2011, 33(7): 1123-1128. (YING Hong-wei, LI Tao, YANG Yong-wen. Effect and application of partition walls in protecting adjacentbuildings from deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1123-1128. (in Chinese))
|
[12] |
李佳宇, 张子新. 圆砾层地铁车站深基坑变形特征三维数值分析[J]. 地下空间与工程学报, 2012, 8(1): 71-76, 110. (LI Jia-yu, ZHANG Zi-xin. 3D Numerical analysis of deep station excavation constructed in round gravel strata[J]. Chinese Journal of Underground Space and Engineering, 2012, 8(1): 71-76, 110. (in Chinese))
|
[13] |
应宏伟, 李 涛, 杨永文, 等. 深基坑隔断墙保护邻近建筑物的效果与工程应用分析[J]. 岩土工程学报, 2011, 33(7): 1123-1128. (YING Hong-wei, LI Tao, YANG Yong-wen. Effect and application of partition walls in protecting adjacent buildings from deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1123-1128. (in Chinese))
|
[14] |
谢秀栋. 邻近建筑物超载时深基坑施工变形特性研究[J]. 岩土工程学报, 2008, 30(增刊1): 68-72. (XIE Xiu-dong. Construction deformation characteristics of foundation pits under adjacent overloading buildings[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(S1): 68-72. (in Chinese))
|
[15] |
ZDRAVKOVIC L, POTTS D M, ST JOHN H D. Modelling of a 3D excavation in finite element analysis[J]. G#x000e9;otechnique, 2005, 55(7): 497-513.
|
[16] |
YOO C, LEE D. Deep excavation-induced ground surface movement characteristics-A numerical investigation[J]. Computers and Geotechnics, 2008, 35(2): 231-252.
|
[17] |
丁勇春. 软土底层深基坑施工引起的变形及控制研究[D].上海: 上海交通大学, 2009. (DING Yong-chun. Excavation-induced deformation and control in soft deposits[D]. Shanghai: Shanghai Jiaotong University, 2009. (in Chinese))
|
[18] |
范 巍, 王建华, 陈锦剑. 连续墙与土体接触特性对深基坑变形分析的影响[J]. 上海交通大学学报, 2006(12): 2118-2121. (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 Jiaotong University, 2006(12): 2118-2121. (in Chinese))
|
[19] |
Itasca Consulting Group Inc. Fast Lagrangian analysis of continua in 3 Dimensions, Version 3.0, Users'manual. 2002[M]. Minneapolis: Itasca Consulting Group Inc.
|
[20] |
陈育民. FLAC及FLAC3D基础与工程实例[M]. 北京: 中国水利水电出版社, 2009. (CHEN Yu-min. The foundation of FLAC/FLAC3D and engineering examples[M]. Beijing: China Water Power Press, 2009. (in Chinese))
|
[21] |
胡黎明, 濮家骝. 土与结构物接触面物理力学特性试验研究[J]. 岩土工程学报, 2001, 23(4): 431-435. (HU Li-ming, PU Jia-liu. Experimental study on mechanical characteristics of soil-structure interface[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(4): 431-435. (in Chinese))
|
[22] |
杜永峰, 闫 力. 砌体结构地震损伤的识别及试验研究[C]// 第四届全国防震减灾工程学术研讨会. 福州, 2008: 661-666. (DU Yong-feng, YAN Li. Damage identification of masonry structure and the study of experimental[C]// Fourth National Conference on Protecting Against and Mitigating Earthquake Disasters. Fuzhou, 2008: 661-666. (in Chinese))
|
[23] |
顾小鲁, 钱鸿缙, 刘惠珊, 等. 地基与基础[M]. 3版. 北京:中国建筑工业出版社, 2003. (GU Xiao-lu, QIAN Hong-jin, LIU Hui-shan, et al. Ground and foundation[M]. 3rd ed. Beijing: China Architecture and Building Press, 2003. (in Chinese))
|
[1] | HUANG Jue-hao, CHEN Jian, YU Song, YAN Xiao-ling, ZHAO Yong-feng, FU Xiao-dong, MA Chao. Experimental study on damping ratio of overconsolidated clay under different cyclic confining pressures[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 147-150. DOI: 10.11779/CJGE2022S2032 |
[2] | WU Jian, ZHOU Zhi-fang, ZHUANG Chao. Analytical study on water inflow and pore water pressure of tunnels under drainage[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(10): 1894-1902. DOI: 10.11779/CJGE202010015 |
[3] | HUANG Jue-hao, CHEN Jian, KE Wen-hui, ZHONG Yu, QIU Yue-feng. Coupling effects of bidirectional cyclic loading and loading frequency on pore water pressure of saturated soft clay[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 71-74. DOI: 10.11779/CJGE2017S2018 |
[4] | LIU Shu-zhuo, LI Hui-zi, SHAN Yi, LI Kang, BA Ling-zhen. Energy method for analyzing dynamic pore water pressure model for tailing soil[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(11): 2051-2058. DOI: 10.11779/CJGE201611015 |
[5] | Characteristics of pore water pressure and strength of undisturbed saturated marine clay under complex stress conditions[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1). |
[6] | Study on the influencing factors about pore pressure generated for soft clay under complex stress path[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1709-1716. |
[7] | SHEN Yang, ZHOU Jian, ZHANG Jinliang, GONG Xiaonan. Research on strength and pore pressure of intact clay considering variation of principal stress direction[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 843-847. |
[8] | SUN Rui, YUAN Xiaoming. Simplified incremental formula for estimating pore water pressure of saturated sands under anisotropic consolidation[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(9): 1021-1025. |
[9] | WANG Tiehong, SHUI Weihou, WANG Yaling, PEI Jie. Experimental research on the ground deformation and pore water pressure during 10000 kN·m high energy dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 759-762. |
[10] | ZHOU Jian, WANG Hao, CAI Hongying, HUANG Maosong. Pore pressure characteristic analysis of soft clay during unloading based on lab data and numerical calculation[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 556-559. |