Abstract

In this paper, the Tianjin LNG pipeline reclamation section is selected as a case study on the analysis and control technology of uneven settlement in soft soil areas. Relying on detailed geological surveys and laboratory tests, combined with numerical simulation methods and automated monitoring methods, comparative analysis of different types of settlement data was carried out. For soft soil similar to the engineering geological conditions in the study area, the compressive modulus was estimated to be a Set more precise formulas.

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