1. NUMERICAL EVALUATION ON THE APPLICATION OF SMALL STRAIN STIFFNESS MODEL FOR DEEP EXCAVATIONS IN SOFT CLAYS.
- Author
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Yu-Xuan Li, Abdi, Ari Surya, Fuchen Teng, and Chang-Yu Ou
- Subjects
MODULUS of rigidity ,SHEAR strain ,FINITE element method ,CLAY - Abstract
The finite element method is commonly used to conduct the excavation project and to ensure the safety of the adjacent building. Hence, the analysis method should be rigorous, and the soil parameters used in the analysis should be carefully determined. In this paper, a small strain stiffness model was performed to assess the influence of small-strain soil behavior on ground movement induced by deep excavation in soft clays. The results revealed that when the stiff soil is far away from the excavation base, the hardening small strain model should be used to obtain a better prediction. On the other hand, the ground movement is restrained by the stiff soil when the location of stiff soil is near the excavation base. Under such conditions, the results from hardening soil and hardening small strain models are similar. In addition, this paper also provides a method to determine the small strain parameters (shear modulus and shear strain). Furthermore, the analysis method was verified through several case histories in Taipei and San Francisco. The results from case studies concluded that the small strain parameter should be determined by considering soil conditions and construction methods. [ABSTRACT FROM AUTHOR]
- Published
- 2023
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