Citation: | ZHANG Zhongjie, WANG Xiaoxiang, YU Jian, HUANG Maosong, WANG Haoran. Coupling effects of pressed caisson and uplift piles on surface settlement[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 119-123. DOI: 10.11779/CJGE2024S20039 |
[1] |
徐鹏飞, 李耀良, 徐伟. 压入式沉井施工对环境影响的现场监测研究[J]. 岩土力学, 2014, 35(4): 1084-1094.
XU Pengfei, LI Yaoliang, XU Wei. Field measurement and analysis of influence of jacked open caisson construction on environments[J]. Rock and Soil Mechanics, 2014, 35(4): 1084-1094. (in Chinese)
|
[2] |
邓友生, 万昌中, 闫卫玲, 等. 大型圆形沉井结构应力及其周边沉降计算[J]. 岩土力学, 2015, 36(2): 502-508.
DENG Yousheng, WAN Changzhong, YAN Weiling, et al. Stress of large cylindrical caisson structure and its adjacent settlement[J]. Rock and Soil Mechanics, 2015, 36(2): 502-508. (in Chinese)
|
[3] |
罗实瀚, 徐伟. 地锚式沉井压入施工阶段对环境影响监测成果分析[J]. 建筑结构, 2016, 46(8): 100-105.
LUO Shihan, XU Wei. Analysis of monitoring results of environmental impact on anchor caisson in pressing construction phase[J]. Building Structure, 2016, 46(8): 100-105. (in Chinese)
|
[4] |
地下工程预制装配技术标准(轨道交通工程[S]. 上海: 同济大学出版社, 2024.
Technical Code for Prefabricated Assembly of Underground Engineering (Rail Transit Engineering)[S]. Shanghai: Tongji University Press, 2024. (in Chinese)
|
[5] |
American Petroleum Institute. Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platform-Load and Resistance Factor Design[S]. Washington D C, 2010.
|
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