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首页|期刊导航|江西建材|深厚软土地层深基坑变形特征及局部支护失效对其稳定性影响的研究进展综述

深厚软土地层深基坑变形特征及局部支护失效对其稳定性影响的研究进展综述

Chang Lipeng

江西建材Issue(10):15-17,3.
江西建材Issue(10):15-17,3.

深厚软土地层深基坑变形特征及局部支护失效对其稳定性影响的研究进展综述

Study on the Deformation Characteristics of Deep Foundation Pit in Deep Soft Soil Stratum and the Influence of Local Support Failure on Its Stability

Chang Lipeng1

作者信息

  • 1. China Railway 12th Bureau Group Municipal Engineering Co.Ltd.,Guangzhou,Guangdong 511458
  • 折叠

摘要

Abstract

With the advancement of urbanization,deep foundation pit projects in deep soft soil strata face significant challenges.This paper systematically reviews the deformation characteristics of such foundation pits and the impact of local support failure on their stability.Research indicates that stress release due to soil unloading,rheological properties,and the interaction between the support structure and the soil are the core mechanisms leading to deformation,primarily manifested as lateral displacement of the retaining structure,bottom heave,and surrounding settlement.Local support failure,influenced by geological,design,and construction factors,can exacerbate deformation and threaten overall stability,with its impact mechanism varying under different support structures and geological conditions.Current research shows deficiencies in the coupled effects of multiple factors,special working conditions,and methodological optimization.

关键词

深厚软土地层/深基坑/变形特征/局部支护失效/稳定性/影响因素

Key words

Deep soft soil strata/Deep foundation pit/Deformation characteristics/Local support failure/Stability/Influencing factors

分类

建筑与水利

引用本文复制引用

Chang Lipeng..深厚软土地层深基坑变形特征及局部支护失效对其稳定性影响的研究进展综述[J].江西建材,2025,(10):15-17,3.

江西建材

1006-2890

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