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静压桩残余应力的长期观测性状
引用本文:俞峰,谭国焕,杨峻,李启光.静压桩残余应力的长期观测性状[J].岩土力学,2011,32(8):2318-2324.
作者姓名:俞峰  谭国焕  杨峻  李启光
作者单位:1. 浙江理工大学建筑工程学院,杭州,310018
2. 香港大学土木工程系,香港
基金项目:浙江省自然科学基金项目资助(No.Y1090610)
摘    要:静压桩施工过程中,可能会沿桩身形成很大的残余应力。通过在砂性土中1根长约26 m静压桩的原位试验,观测了沉桩结束后的残余应力在后续的循环载荷试验、3根邻桩顺次压入、第2次载荷试验以及较长静置期内的长期变化情况,试验历时约212 d。结果显示,循环载荷试验加载水平与循环次数的增加会造成残余应力的进一步累积。邻桩压入使既有桩残余压应力减小,与邻桩即时贯入深度一致的桩身残余应力测点受其影响最明显。桩身残余应力在长时间内会逐步消散至某一稳定值,其时间效应主要与砂性土的蠕变有关,它使得桩周土的土拱效应减弱,并使桩端土的接触压力减小。

关 键 词:静压桩  残余应力  现场试验  时间效应  蠕变
收稿时间:2011-02-14

Observed long-term behavior of residual stress in jacked pile
YU Feng,THAM Leslie George,YANG Jun,LEE Peter Kai Kwong.Observed long-term behavior of residual stress in jacked pile[J].Rock and Soil Mechanics,2011,32(8):2318-2324.
Authors:YU Feng  THAM Leslie George  YANG Jun  LEE Peter Kai Kwong
Institution:1. School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, China; 2. Department of Civil Engineering, The University of Hong Kong, Hong Kong, China
Abstract:Significant residual stress may be formed along a jacked pile during installation.Field tests are conducted on a 26 m pile jacked into sandy soil,involving observations on the variations in residual stress in a 212 d test period after pile construction.The test scheme includes a cyclic loading test,installation of three adjacent piles,a reloading test and a relatively long-term rest.The results show that the residual stress of pile is further accumulated in the cyclic loading tests as the number of loading ...
Keywords:jacked pile  residual stress  field test  time effect  creep  
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