HIGHLIGHTS
- who: TYPE et al. from the Sichuan Agricultural, China have published the research work: Mechanical response and parametric analysis of a deep excavation structure overlying an existing subway station: A case study of the Beijing subway station expansion, in the Journal: (JOURNAL)
- what: The parameters of the model were calibrated to verify its accuracy and reasonableness. The analysis shows that when a pile bottom is unconnected to the existing structure, the lateral earth pressure behind the pile is released through pile deformation, thereby decreasing the stress on the pile. In this study, the case history . . .
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