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疏桩基础在软弱地基电厂设计中的应用
引用本文:唐学峰,陈仁朋,赵乾卓,白琳.疏桩基础在软弱地基电厂设计中的应用[J].电力建设,2009,30(8):51-54.
作者姓名:唐学峰  陈仁朋  赵乾卓  白琳
作者单位:1. 西南电力设计院; 2. 浙江大学
摘    要:疏桩基础为在浅层地基承载力基本满足建筑物荷载要求、而深层地基土为高压缩性软土的地基上建造电厂提供了一种新的控制沉降设计方法。该方法可以充分利用桩和桩间土的承载力,仅用少量的桩便可实现对沉降的控制,经济合理,缩短工期。

关 键 词:疏桩基础  软弱地基  高压缩性土  控制沉降  

Application of Settlement-reducing Piles in Soft Foundation Power Plant Design
TANG Xue-feng,CHEN Ren-peng,ZHAO Qian-zhuo,BAI Lin.Application of Settlement-reducing Piles in Soft Foundation Power Plant Design[J].Electric Power Construction,2009,30(8):51-54.
Authors:TANG Xue-feng  CHEN Ren-peng  ZHAO Qian-zhuo  BAI Lin
Affiliation:1.Southwest Electric Power Design Institute;Chengdu 610021;China;2.Geotechnical Engineering Institute;Zhejiang University;Hangzhou 310027;China
Abstract:Settlement-reducing piles offer a new design method of settlement control for the shallow base bearing capacity to meet the requirement of the loads from superstructure,and build a power plant on deep base soil which is a high compressive soft soil.The method can make full use of bearing capability of piles and soils between piles and realize settlement control with small number of piles,which is rational in economy and reduces construction schedule.
Keywords:settlement-reducing pile  soft ground  high compressive soil  settlement control  
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