天津港超软土地基加固特性探讨

天津港超软土地基加固特性探讨 English Version

详细信息

1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China;
2.Tianjin Port Engineering Institute Ltd. of CCCC First Harbor Engineering Company Ltd., Tianjin 30222, China

摘要: 超软土的高压缩性、低渗透性和难固结特性决定了此类土体的地基处理十分困难,一般方法难以达到理想的加固效果。针对天津某工程的超软土,详细阐述了地基加固的设计方法和施工工艺过程;通过室内试验并结合现场监测检测,充分研究了超软土在不同加固阶段的物理特性、变形特性、固结特性和强度特性。结果表明加固后的超软土地基可以达到工程使用要求,可供类似工程借鉴。
- 超软土 /
- 工程特性 /
- 变形 /
- 固结 /
- 强度 /
- 地基加固
Abstract: Due to its high compressibility, low permeability and low consolidation property, the treatment of ultra-soft soil is very difficult, and the common method is hardly effective. For the ultra-soft soil in Tianjin Port, the design method and construction technique are clarified. According to the indoor experiments and in-situ inspection, the physical, deformation, consolidation and strength properties of ultra-soft soil at different stages are analyzed. The results show that the ultra-soft ground after reinforcement can satisfy the engineering requirements, which can be referred for the similar projects.
- ultra-soft soil /
- engineering property /
- deformation /
- consolidation /
- strength /
- ground reinforcement

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