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吹填软土经验流变模型研究

杨爱武 闫澍旺 张彦 刘琦

水文地质工程地质2012,Vol.39Issue(5):54-58,5.
水文地质工程地质2012,Vol.39Issue(5):54-58,5.

吹填软土经验流变模型研究

A study of the empirical creep model of soft dredger fill

杨爱武 1闫澍旺 2张彦 3刘琦1

作者信息

  • 1. 天津城市建设学院土木工程系,天津300381
  • 2. 天津市软土工程特性与工程环境重点实验室,天津300381
  • 3. 天津大学建筑工程学院,天津300381
  • 折叠

摘要

Abstract

Most of the traditional constitutive models are based on the remolded clays or saturated sand, in which the effect of structure is not considered. Generally speaking, natural soil has structure, the calculated values through traditional constitutive models are not fitted to the engineering practice. For this reason, based on the Mesri model, a rheological model is established, in which the structural effect is considered through introducing the soil structure damage variable into the model. Through triaxial rheological test on structured soft dredger fill which is treated by vacuum preloading in Tianjin Binhai New Area, the calculation results show that the new established model can reflect the relationship between stress-strain change and time of structured soft dredger fill.

关键词

吹填软土/结构性/流变/经验模型

Key words

soft dredger fill/ structure characteristics/ creep/ empirical model

分类

建筑与水利

引用本文复制引用

杨爱武,闫澍旺,张彦,刘琦..吹填软土经验流变模型研究[J].水文地质工程地质,2012,39(5):54-58,5.

基金项目

天津市科技发展计划项目(06YFSZSF04000,11JCZDJC23900) (06YFSZSF04000,11JCZDJC23900)

国家自然科学基金项目(51179186) (51179186)

水文地质工程地质

OA北大核心CSCDCSTPCD

1000-3665

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