Influence of Parameter Variation of Saturated–Unsaturated Soil on Deformation and Stability of Foundation Pit

Author:

Xu Yongbiao,Dong Yinzhen,Jiang Yingyuan,Zhou Jianfen,Mao Qian

Publisher

Springer Nature Singapore

Reference17 articles.

1. Ministry of Housing and Urban-Rural Development of the People’s Republic of China: Circular of the General Office of the Ministry of Housing and Urban-Rural Development on the production safety accidents of housing and municipal engineering in 2019, 13–16 (2020).

2. Zhao YH, Tong LY et al (2020) Prediction and analysis of the influence of foundation pit dewatering on the surrounding environment under different water stop curtain insertion depth. Water Resources and Hydropower Engineering 51(5):126–131

3. Cheng L (2022) Monitoring and analysis of stability of supporting structure for narrow deep foundation pit on weak soil base. Port Engineering Technology 59(5):77–81

4. Ye M (2022) Analysis of Anti-heave Stability of Excavation for Water Conservancy Projects in Guangdong. Guangdong Water resources and hydropower 12:122–127

5. Liu YF, Ye JJ (2022) Improvement of the checking calculation formula of heave resistant stability of excavations in soft soil areas. Natural Science Journal of Hainan University 40(4):400–406

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