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冻融循环作用下冻结黏土矿物物理力学性质研究

卢连长 张泽 冯文杰 杜微 刘博怀 周成林

水文地质工程地质2017,Vol.44Issue(4):118-123,6.
水文地质工程地质2017,Vol.44Issue(4):118-123,6.DOI:10.16030/j.cnki.issn.1000-3665.2017.04.18

冻融循环作用下冻结黏土矿物物理力学性质研究

Research on variability of freezing-thawing cycle on basic physical and mechanics properties of clay minerals

卢连长 1张泽 2冯文杰 2杜微 2刘博怀 1周成林2

作者信息

  • 1. 兰州大学土木工程与力学学院/西部灾害与环境力学教育部重点实验室,甘肃兰州 730000
  • 2. 中国科学院西北生态环境资源研究院/冻土工程国家重点实验室,甘肃兰州 730000
  • 折叠

摘要

Abstract

The effect of freezing-thawing cycle is one of the main causes for destruction of frozen soil engineering.Under the effect of freezing-thawing cycles,tremendous changes will occur in the engineering properties of soil,which resulting in the deformation and failure of engineering in cold regions.By testing the physical properties and conducting spherical template indenter tests of kaolin (with the main clay minerals of kaolinite) and bentonite (with the main clay minerals of smectite).After repeated freezing and thawing tests,the changes in physical-mechanical properties of kaolin and bentonite under the effect of freezing-thawing cycle are examined,and the change rule of the physical-mechanics properties of the soil with different clay minerals under the effect of freezing-thawing cycle can be speculated.The results show that (1) the first 10 times of the freezing-thawing cycle have important effect on the physical and mechanical properties of kaolin and bentonite.After 10 times of freezing and thawing,with the increasing number of freezing and thawing time,the density of kaolin decreases and the pore ratio increases,and the density of bentonite increases and the pore ratio decrease;(2) changes in soil physical properties are not only related to the types of the soil samples,but also the essential effect of the mineral compositions of the soil;(3) kaolin's long-term strength (C24) is much higher than that of the bentonite (C24).However,in the process of freezing and thawing,the change in the kaolin's mechanic performance is larger,and the bentonite's mechanic performance is relatively stable.

关键词

冻融循环/黏土矿物/物理力学性质/长期强度

Key words

freeze-thaw cycle/clay mineral/physico-mechanical properties/long-term strength

分类

建筑与水利

引用本文复制引用

卢连长,张泽,冯文杰,杜微,刘博怀,周成林..冻融循环作用下冻结黏土矿物物理力学性质研究[J].水文地质工程地质,2017,44(4):118-123,6.

基金项目

国家自然科学基金项目(41301070) (41301070)

中科院西部之光博士项目 ()

甘肃省交通运输厅科技项目(2014-03) (2014-03)

教育部留学回国人员科研启动基金项目(第46批) (第46批)

水文地质工程地质

OA北大核心CSCDCSTPCD

1000-3665

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