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室内固结系数的一种推算方法
引用本文:张仪萍,俞亚南,张土乔,张晓海. 室内固结系数的一种推算方法[J]. 岩土工程学报, 2002, 24(5): 616-618
作者姓名:张仪萍  俞亚南  张土乔  张晓海
作者单位:浙江大学建筑工程学院;乐清旭阳路工程指挥部 浙江杭州310027;浙江杭州310027;浙江乐清325600;
摘    要:室内固结试验确定固结系数常采用时间平方根法和时间对数法 ,这两种方法均属作图法。其缺点是在作图过程中人为因素影响较大 ,而且试验初始阶段不可避免的初始压缩以及试验最后阶段的次固结等也对试验结果有较大影响。本文从一维固结理论出发 ,导出了主固结沉降与其速率的关系 ,利用这一关系提出了一种固结系数的推算方法 ,该方法无需固结试验初始阶段和最后阶段的数据 ,从而避免了初始压缩和次固结的影响 ,同时该方法还可以加快固结试验的进程。

关 键 词:固结系数  沉降  沉降速率  推算  
文章编号:1000-4548(2002)05-0616-03
修稿时间:2001-12-09

A method for evaluating coefficient of consolidation
ZHANG Yiping,YU Yanan,ZHANG Tuqiao,ZHANG Xiaohai. A method for evaluating coefficient of consolidation[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 616-618
Authors:ZHANG Yiping  YU Yanan  ZHANG Tuqiao  ZHANG Xiaohai
Affiliation:1.College of Civil Engineering and Architecture of Zhejiang University Hangzhou 310027 China 2.Headquarters of Xuyang Road Project in Yueqing Yueqing 325600 China
Abstract:In consolidation tests, the common methods for evaluating coefficient of consolidation are Casagrande’s  log t method and Taylor’s t method,both of which are graphical methods. In these two methods, there are some large influences of the man made factors during graphical construction.In this paper, the relationship of primary consolidation settlement with its velocity is developed based on the one dimensional consolidation theory, which is used to propose a new method for evaluating coefficient of consolidation. The new method does not need the test data of early and last stages, so it avoids the influence of the initial and the secondary compression,and can accelerate the course of consolidation test.
Keywords:coefficient of consolidation  settlement  settlement velocity  evaluation
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