Mechanical Performance of Deep Circular Caisson Sinking in Deep Layered Soft Soil

被引：1
|
作者：
Liu M. [1 ,2 ]
Sun F. [3 ]
Gan Q. [4 ]
Chi E. [5 ]
Li X. [6 ]
Ge G. [6 ]
机构：
[1] College of Architecture and Energy Engineering, Wenzhou University of Technology, Wenzhou
[2] Wenzhou Key Lab. of Intelligent Lifeline Protection and Emergency Technology for Resilient City, Wenzhou University of Technology, Wenzhou
[3] College of Architectural Engineering, Wenzhou University, Wenzhou
[4] College of Design and Art, Wenzhou University of Technology, Wenzhou
[5] Poly Xinlian Blasting Engineering Group Co., Ltd, Guiyang
[6] Shanghai Tunnel Engineering Co., Ltd, Shanghai
来源：
Mathematical Problems in Engineering | 2022年 / 2022卷
关键词：
D O I：
10.1155/2022/5918374
中图分类号：
学科分类号：
摘要：
In order to study the mechanical behavior of open caisson foundation in the Wenzhou area, combined with the characteristics of the soil layer in the Wenzhou area, based on the field measurement and investigation of a wide range of engineering cases, this project studies the mechanical properties of open caisson sinking in soft soil stratum and optimizes the construction parameters through the combination of field measurement, numerical simulation, and theoretical calculation, while ensuring the smooth sinking of the open caisson, control the deformation effect of the soil around the open caisson to serve the urban construction. The research results can directly serve the whole process of design, construction, measurement, and control of open caisson engineering. It has engineering practical significance and can be used as a reference for similar projects. © 2022 Mingqing Liu et al.
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