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依据现场载荷试验结果计算静止侧压力系数的探索
引用本文:王运霞,李涛. 依据现场载荷试验结果计算静止侧压力系数的探索[J]. 北京交通大学学报(自然科学版), 2006, 30(4): 39-41,45
作者姓名:王运霞  李涛
作者单位:[1]北京交通大学土木建筑工程学院,北京100044 [2]北方工业大学建筑工程学院,北京100041
基金项目:北京市教委科技发展计划项目
摘    要:静止侧压力系数是岩土力学计算中经常遇到的一个重要参数.基于现场载荷试验的变形计算公式,推导了一种新的正常固结土静止侧压力系数计算公式,并进一步讨论了超固结土静止侧压力系数计算方法.经对比验证,计算结果和经验公式的结果比较符合,具有一定理论和实用价值.

关 键 词:静止侧压力系数  正常固结土  超固结土  超固结比  现场载荷试验  结果计算  静止侧压力系数  Lateral Pressure  Coefficient  Calculation  Study  Rest  Site  Test  价值  理论  结果比较  经验公式  对比验证  计算方法  超固结土  正常固结土  计算公式  变形
文章编号:1673-0291(2006)04-0039-03
收稿时间:2005-05-20
修稿时间:2005-05-202006-06-05

Study on Calculation of Coefficient of Lateral Pressure ‘at Rest’ According to Loading Test in Site
WANG Yun-xia,LI Tao. Study on Calculation of Coefficient of Lateral Pressure ‘at Rest’ According to Loading Test in Site[J]. JOURNAL OF BEIJING JIAOTONG UNIVERSITY, 2006, 30(4): 39-41,45
Authors:WANG Yun-xia  LI Tao
Affiliation:1. School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China; 2. College of Architecture, North China University of Technology, Beijing 100041, China
Abstract:Coefficient of the lateral pressure'at rest' is an important parameter in the calculation of geotechnical mechanics.Based on the deformation formula of Loading Test in site,the coefficient of lateral pressure'at rest' for normally consolidated soil is developed.The results are consistent with the empirical results.Combined with the formula proposed in this paper,the coefficient of lateral pressure'at rest' for over-consolidated soil is discussed.It is reasonable in theory and realizable in practice.
Keywords:coefficient of lateral pressure 'at rest'  normally consolidated soil  overconsolidated soil  overconsolidation ratio
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