超大超长群桩基础沉降有限元分析  

Fem Analysis of Settlement of Super-ong Group Piles Foundation

作　　者：王强[1,2] 朱俊高[1,2] 魏松[3] 

机构地区：[1]河海大学岩土力学与堤坝工程重点实验室,江苏南京210098 [2]河海大学岩土工程科研所,江苏南京210098 [3]合肥工业大学,安徽合肥230009

出　　处：《西部探矿工程》2009年第4期14-17,共4页West-China Exploration Engineering

摘　　要：超大超长群桩在大跨桥梁和高层建筑中得到广泛的应用。本文以某长江大桥超大超长群桩基础为例,用三维有限元法分析了群桩基础的沉降特性。地基采用理想弹塑性模型,桩身混凝土用线弹性模型模拟,桩-土界面设置了有厚度的薄单元。假定不同大小的地基土弹性模量,分析桩顶沉降规律,研究桩顶沉降、桩身及桩底土层压缩量之间关系。同时,分析了平均桩顶沉降、平均桩顶轴力以及土体弹性模量三者之间的关系。Super-long and large group piles foundation has been widely used in large bridges and high buildings. As an example of a super-long group piles foundation of a Changjiang River Bridge, the behavior of settlement of the super-long group piles foundation are studied by using three dimensional Finite Element Method （FEM）. Ideal Elasticity Plasticity model is used to simulate the constitutive relation of soils, and linear elastic model is used for concrete of piles. Suppose the different sizes of elastic modulus, the settlement of pile top are analyzed, then the relationship among the settlement, the compression of pile body and compression subsoil underneath piles is studied. Meanwhile, the relationship among the average top settlement, the average load and elastic modulus is also analyzed.

关 键 词：超大超长群桩 桩顶沉降 桩顶荷载 弹性模量 薄单元 

分 类 号：TU47[建筑科学—结构工程]