Citation: | QIU Yanling, DING Wenqi, ZHAO Tengteng, WANG Xiaoyong, QIAO Yafei. Asymmetrical deformation characteristics and mechanisms of deep excavations induced by one-side unloading[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(1): 199-206. DOI: 10.11779/CJGE20221074 |
[1] |
王卫东, 徐中华, 王建华. 上海地区深基坑周边地表变形性状实测统计分析[J]. 岩土工程学报, 2011, 33(11): 1659-1666. http://cge.nhri.cn/cn/article/id/14412
WANG Weidong, XU Zhonghua, WANG Jianhua. Statistical analysis of characteristics of ground surface settlement caused by deep excavations in Shanghai soft soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1659-1666. (in Chinese) http://cge.nhri.cn/cn/article/id/14412
|
[2] |
万星, 戈铭, 贺智江, 等. 南京软土地区基坑墙体变形性状研究[J]. 岩土工程学报, 2019, 41(增刊1): 85-88. doi: 10.11779/CJGE2019S1022
WAN Xing, GE Ming, HE Zhijiang, et al. Characteristics of deformation of retaining wall due to deep excavation in Nanjing[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 85-88. (in Chinese) doi: 10.11779/CJGE2019S1022
|
[3] |
丁智, 王达, 王金艳, 等. 浙江地区软弱土深基坑变形特点及预测分析[J]. 岩土力学, 2015, 36(增刊1): 506-512.
DING Zhi, WANG Da, WANG Jinyan, et al. Deformation characteristics of Zhejiang soft soil deep foundation pits and their predictive analysis[J]. Rock and Soil Mechanics, 2015, 36(S1): 506-512. (in Chinese)
|
[4] |
TAN Y, WANG D L. Characteristics of a large-scale deep foundation pit excavated by the central-island technique in Shanghai soft clay. Ⅰ: bottom-up construction of the central cylindrical shaft[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(11): 1875-1893. doi: 10.1061/(ASCE)GT.1943-5606.0000928
|
[5] |
吴昌将, 孙召花, 赖允瑾, 等. 软土地区地下连续墙深大基坑的变形性状研究[J]. 岩土力学, 2018, 39(增刊2): 245-253.
WU Changjiang, SUN Zhaohua, LAI Yunjin, et al. Study of deformation characteristics of diaphragm wall induced by deep large excavation in soft soil region[J]. Rock and Soil Mechanics, 2018, 39(S2): 245-253. (in Chinese)
|
[6] |
胡敏云, 寿树德, 袁静, 等. 软土相邻基坑支护结构受力影响特征及机理研究[J]. 浙江工业大学学报, 2022, 50(1): 111-118. doi: 10.3969/j.issn.1006-4303.2022.01.016
HU Minyun, SHOU Shude, YUAN Jing, et al. Study on influence of excavation process of adjacent foundation pits[J]. Journal of Zhejiang University of Technology, 2022, 50(1): 111-118. (in Chinese) doi: 10.3969/j.issn.1006-4303.2022.01.016
|
[7] |
黄开勇. 软土地区相邻深大基坑同步施工设计实践[J]. 地下空间与工程学报, 2019, 15(增刊2): 743-750.
HUANG Kaiyong. Design application of adjacent large-scale deep excavations constructed simultaneously in soft soil area[J]. Chinese Journal of Underground Space and Engineering, 2019, 15(S2): 743-750. (in Chinese)
|
[8] |
朱炎兵, 周小华, 魏仕锋, 等. 临近既有地铁车站的基坑变形性状研究[J]. 岩土力学, 2013, 34(10): 2997-3002.
ZHU Yanbing, ZHOU Xiaohua, WEI Shifeng, et al. Investigation on deformation behaviors of foundation pit adjacent to existing metro stations[J]. Rock and Soil Mechanics, 2013, 34(10): 2997-3002. (in Chinese)
|
[9] |
岳树桥, 左人宇, 陆钊. 相邻基坑有限宽度土条主动土压力的计算[J]. 岩土力学, 2016, 37(7): 2063-2069.
YUE Shuqiao, ZUO Renyu, LU Zhao. A method for calculating active earth pressure of soil piece with a finite width between adjacent foundation pits[J]. Rock and Soil Mechanics, 2016, 37(7): 2063-2069. (in Chinese)
|
[10] |
乔亚飞, 丁文其, 王军, 等. 无锡地区地铁车站深基坑变形特性[J]. 岩土工程学报, 2012, 34(增刊1): 761-766.
QIAO Yafei, DING Wenqi, WANG Jun, et al. Deformation characteristics of deep excavations for metro stations in Wuxi[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(S1): 761-766. (in Chinese)
|
[11] |
程康, 徐日庆, 应宏伟, 等. 杭州软黏土地区某30.2m深大基坑开挖性状实测分析[J]. 岩石力学与工程学报, 2021, 40(4): 851-863.
CHENG Kang, XU Riqing, YING Hongwei, et al. Performance analysis of a 30.2m deep-large excavation in Hangzhou soft clay[J]. Chinese Journal of Rock Mechanics and Engineering, 2021, 40(4): 851-863. (in Chinese)
|
[12] |
HARAHAP S E, OU C Y. Finite element analysis of time-dependent behavior in deep excavations[J]. Computers and Geotechnics, 2020, 119: 103300. doi: 10.1016/j.compgeo.2019.103300
|
[13] |
张有桔, 丁文其, 刘学增, 等. 不对称水压下基坑围护内力及变形规律分析[J]. 岩土工程学报, 2013, 35(增刊2): 107-112. http://cge.nhri.cn/cn/article/id/15366
ZHANG Youjie, DING Wenqi, LIU Xuezeng, et al. Internal force and deformation of deep foundation pit under asymmetric water pressure[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(S2): 107-112. (in Chinese) http://cge.nhri.cn/cn/article/id/15366
|
[14] |
TERZAGHI K, PECK R B. Soil Mechanics in Engineering Practice[M]. 2d ed. New York: Wiley, 1967.
|
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