岩土工程学报2013，Vol.35Issue(7)：1228-1238,11.
采用减沉路堤桩处理大面积地面堆载下软土地基的设计与实践
Design and practice of settlement-reducing embankment piles for soft ground treatment under large-area surface heaped load
黄绍铭 1岳建勇 1黄昱挺1
作者信息
- 1. 上海现代建筑设计(集团)有限公司,上海200041
- 折叠
摘要
Abstract
A new technique called settlement reducing embankment piles for the soft ground treatment under large-area surface heaped load is introduced based on the experience acquired from two kinds of engineering practice.One is the traditional embankment piles extensively used for road embankmerlts in soft soil regions like Sweden,Finland and others in northern Europe since the 1970s,and the other is the settlement-controlled composite pile foundation used in great quantities for multistoried buildings in soft soil regions like Shanghai and other cities in China since the 1980s.Firstly,the general outline,loading and working behaviors of the settlement reducing embankment piles are given.Secondly,the major design procedures and methods for the settlement reducing embankment piles are proposed.Finally,the case history of the ground treatment using the settlement reducing embankment piles for the racing course of Shanghai International Circuit is reported.关键词
大面积地面堆载/软土地基处理/减沉路堤桩/传统路堤桩/沉降控制复合桩基/赛道Key words
large-area surface heaped load/ soft ground treatment/ settlement reducing embankment pile/ traditional embankment pile/ settlement-controlled composite pile foundation/ racing course分类
建筑与水利引用本文复制引用
黄绍铭,岳建勇,黄昱挺..采用减沉路堤桩处理大面积地面堆载下软土地基的设计与实践[J].岩土工程学报,2013,35(7):1228-1238,11.
