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软土地区堤岸复合地基处理对土压力的影响分析
引用本文:叶观宝,何志宇,高彦斌.软土地区堤岸复合地基处理对土压力的影响分析[J].广东公路交通,2012(3):67-72.
作者姓名:叶观宝  何志宇  高彦斌
作者单位:1. 同济大学地下建筑与工程系,上海200092/同济大学岩土及地下工程教育部重点实验室,上海200092
2. 华北水利水电学院,郑州,450008
基金项目:上海市重点学科建设项目(B308);江苏省交通厅科学研究计划项目(09Y26)
摘    要:以实际工程为依托,采用有限元数值分析方法,对桩锚支护结构后侧土体局部地基处理后的土压力分布特征进行反演分析,研究地表荷载、航道开挖深度、软土地基置换率、地基处理宽度、深度对支护结构后侧土压力分布特征的影响。结果表明,通过对堤岸侧土体进行地基处理,不仅改变了原有地层土压力的分布特征,而且可有效减小地基处理范围内的土压力值。所得结论对软土堤岸工程的支护设计具有重要的参考价值。

关 键 词:软土  局部地基处理  土压力  分布特征

Analysis of Effects on Earth Pressure by Composite Foundation of Soft Soil Embankment
YE Guan-bao,HE Zhi-yu,GAO Yan-bin.Analysis of Effects on Earth Pressure by Composite Foundation of Soft Soil Embankment[J].Guangdong Highway Communications,2012(3):67-72.
Authors:YE Guan-bao  HE Zhi-yu  GAO Yan-bin
Institution:1,2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 20092,China; 2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 20092,China; 3.North China University of Water Resources and Electric Power,Zhengzhou 450008,China)
Abstract:Based on the actual project,inversion analysis on the distribution characteristics of earth pressure has been carried out by adopting the finite element method for the locally improved soil behind pileanchor supporting structure.Study has been executed on the effect of local soil improvement on earth pressure,such as the effect of surface load,excavation depth of waterway,replacement ratio of composite foundation,strengthening width and depth of local soil improvement.The analysis results show that the distribution characteristics of earth pressure of primary formation has been not only changed,but also the earth pressure value in the range of soil improvement has been effectively decreased.The conclusion of this paper has important reference value for design of supporting engineering in soft soil area.
Keywords:soft soil  local soil improvement  earth pressure  distribution characteristics
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