The Deformation Characteristics of a 40-m-Deep Excavation Supported by a Suspended Diaphragm Wall in Rock and Soil Composite Ground
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-1810-2.pdf
Reference25 articles.
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3. Cui K, Feng J, Zhu CY (2018) A study on the mechanisms of interaction between superdeep foundation pits and the pile foundations of adjacent skewed arches as well as methods for deformation control. Complexity 2018:1–19, DOI: https://doi.org/10.1155/2018/6535123
4. Cui Z, Li QM, Wang J (2019) Mechanical performance of composite retaining and protection structure for super large and superdeep foundation excavations. Journal of Civil Engineering and Management 25(5):431–440, DOI: https://doi.org/10.3846/jcem.2019.9873
5. Dong YP, Burd HJ, Houlsby GT (2018) Finite element parametric study of the performance of a deep excavation. Soils and Foundations 58(3):729–743, DOI: https://doi.org/10.1016/j.sandf.2018.03.006
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