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若尔盖花湖湿地整治工程软基中松木桩复合地基分析
引用本文:胡林,张光碧,胡帅.若尔盖花湖湿地整治工程软基中松木桩复合地基分析[J].广西水利水电,2012(5):21-25,40.
作者姓名:胡林  张光碧  胡帅
作者单位:四川大学水利水电学院,四川 成都 610065
摘    要:以四川省若尔盖花湖湿地整治工程实例为基础,利用GEO-SLOPE有限元分析软件,建立了天然地基和采用不同松木桩桩间距的地基护堤计算模型.采用邓肯-张模型模拟护堤和地基的本构关系.通过数值计算,分析了护堤的应力和位移变化情况,并对比不同松木桩桩间距模型的受力特征,得出满足沉降和地基承载力要求的最优桩间距.

关 键 词:复合地基  松木桩  桩间距  有限元法

Timber-pile composite foundation analysis for soft base of Zoige Flower Lake Wetland Regulation Project
HU Lin,ZHANG Guang-bi,HU Shuai.Timber-pile composite foundation analysis for soft base of Zoige Flower Lake Wetland Regulation Project[J].Gx Water Resources & Hydropower Engineering,2012(5):21-25,40.
Authors:HU Lin  ZHANG Guang-bi  HU Shuai
Affiliation:(College of Water Resource and Hydropower, Sichuan University, Chengdu, 610065, China)
Abstract:For the Zoige Flower Lake Wetland Regulation Project in Sichuan province, by use of GEO-SLOPE fi- nite element analysis software, dike calculating models were set up respectively for natural foundation and founda- tion with timber-piles of different pile spacing. Duncan-Zhang model was used to simulate the relationship between dike and foundation. Based on the results of calculation, the authors analyze the stress and displacement of dike, compare the stressing characteristics of models with different pile spacing before the authors put forward the opti- mum spacing up to the requirements for settlement and foundation bearing capacity.
Keywords:Composite foundation  timber-pile  pile spacing  finite element method
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