Citation: | WANG Cheng-hua, GUI Yu-qian. A method for analyzing anti-overturning stability of global retaining structures for deep slender foundation pits near bank slopes[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(7): 1367-1372. DOI: 10.11779/CJGE202107024 |
[1] |
FAHEEM H, CAI F, UGAI K. Three-dimensional base stability of rectangular excavations in soft soils using FEM[J]. Computers and Geotechnics, 2004, 31(2): 67-74. doi: 10.1016/j.compgeo.2004.02.005
|
[2] |
龚维明, 李辉, 陈晓东. 井筒式地下连续墙基础试验研究[C]//第十届土力学与岩土工程学术会议论文集. 重庆: 重庆大学出版社, 2007: 213-218.
GONG Wei-ming, LI Hui, CHEN Xiao-dong. Model test research on closed diaphragm wall[C]//Proceedings of the 10th Academic Conference on Soil Mechanics and Geotechnical Engineering. Chongqing: Chongqing University Press, 2007: 213-218. (in Chinese)
|
[3] |
戴国亮, 龚维明, 周香琴, 等. 单室井筒式地下连续墙水平承载力试验与计算方法研究[J]. 建筑结构学报, 2012, 33(9): 67-73. https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201209009.htm
DAI Guo-liang, GONG Wei-ming, ZHOU Xiang-qin, et al. Experiment and analysis on horizontal bearing capacity of single- chamber closed diaphragm wall[J]. Journal of Building Structures, 2012, 33(9): 67-73. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201209009.htm
|
[4] |
王洪新. 基坑宽度对围护结构稳定性的影响[J]. 土木工程学报, 2011, 44(6): 120-126. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201106019.htm
WANG Hong-xin. Influence of excavation width on enclosure-structure stability of foundation pits[J]. China Civil Engineering Journal, 2011, 44(6): 120-126. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201106019.htm
|
[5] |
高印立. 极限分析法计算有限范围土体土压力[J]. 建筑结构, 2001, 31(8): 66-68. https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG200108018.htm
GAO Yin-li. Calculation of finite earth pressure with limit analysis method[J]. Building Structure, 2001, 31(8): 66-68. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG200108018.htm
|
[6] |
王成华, 桂玉倩. 有限土体土压力计算方法研究进展综述[M]//土木工程新材料、新技术及其工程应用交流会论文集. 北京: 工业建筑杂志社, 2019: 1049-1058.
WANG Cheng-hua, GUI Yu-qian. Review on research progress of calculation methods for soil pressure of finite soil[M]//Proc of New Material, Techniques and Their Applications in Civil Engineering. Beijing: Industrial Construction Press, 2019: 1049-1058. (in Chinese)
|
[1] | LIU Jie, FENG Shi-guo, LI Tian-bin, WANG Rui-hong, LEI Lan, WANG Fei. Prediction of dynamic response of rock under impact loads[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(11): 2022-2030. DOI: 10.11779/CJGE201811008 |
[2] | ZHOU Xiao-zhi, CHEN Yu-min, LIU Han-long. Study on characteristics of dynamic stress path of finite-thickness seabed under standing waves[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(5): 890-899. DOI: 10.11779/CJGE201805014 |
[3] | XIE Can, LI Shu-chen, YAN Qin, LI Jing-long, ZHAO Shi-seng. Photoelastic experiments on failure characteristics of fractured rock with different sizes[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(3): 568-575. DOI: 10.11779/CJGE201803023 |
[4] | GAO Bo, WANG Shuai-shuai, SHEN Yu-sheng, FAN Kai-xiang. Dynamic stress concentration and damping mechanism of twin cylindrical composite-lined tunnels subjected to vertical incident plane SV waves[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(2): 321-328. DOI: 10.11779/CJGE201802013 |
[5] | LIANG Jian-wen, HU Song-lin, LIU Zhong-xian, BA Zhen-ning. Dynamic response of 3D spherical cavity in elastic half-space under plane SV waves[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(9): 1559-1568. DOI: 10.11779/CJGE201609002 |
[6] | WANG Zhong-tao, LIU Peng, YANG Qing. Dynamic strength of saturated loose sand under nonstandard elliptical stress path[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(6): 1133-1139. DOI: 10.11779/CJGE201606021 |
[7] | LIU You-ping, GONG Min, XU Bin, LI Jian-hua. Dynamic response of multiple holes in half saturated space impacted by seismic waves[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 399-405. |
[8] | LI Xing-hua, LONG Yuan, JI Chong, ZHOU Xiang, LU Liang. Dynamic stress concentration factor for tunnel surrounding rock under blasting seismic waves[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 578-582. |
[9] | LIANG Jianwen, ZHANG Hao, Vincent W. LEE. An analytical solution for dynamic stress concentration of underground cavities under incident plane P waves[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 815-819. |
[10] | Cheng Jiulong. The dynamic detection of rock mass failure by elastic wave computerized tomography[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(5): 565-568. |