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膨胀土裂隙问题研究现状及展望

石北啸 韩华强 宿辉

人民黄河Issue(2):118-120,123,4.
人民黄河Issue(2):118-120,123,4.DOI:10.3969/j.issn.1000-1379.2014.02.038

膨胀土裂隙问题研究现状及展望

Research Status and Prospect of Expansive Soil Crack Problems

石北啸 1韩华强 2宿辉1

作者信息

  • 1. 南京水利科学研究院岩土工程研究所,江苏南京210024
  • 2. 河北工程大学资源学院,河北邯郸056038
  • 折叠

摘要

Abstract

It illustrated the development of expansive soil cracks from the basic characteristics of expansive soils and analyzed the critical role of crack to the expansive soil strength. It summarized the research method and result about expansive soil crack and pointed out we must improve the method of measure and the technique of crack description. It suggested adopting resistivity method,ultrasonic method,CT method,liquid method, calculation method and optical image analysis method to measure the crack,building the mathematical and physical model about the development of expansive soil cracks through mechanics and geotechnical test. The future study included improving the measure method of expansive soil crack,en-suring the quantization index of crack,strengthening the further development of software and applying the research production to actual engineering.

关键词

膨胀土/裂隙宽度/裂隙深度/土体强度

Key words

expansive soil/crack depth/crack width/soil strength

分类

建筑与水利

引用本文复制引用

石北啸,韩华强,宿辉..膨胀土裂隙问题研究现状及展望[J].人民黄河,2014,(2):118-120,123,4.

基金项目

河北省自然科学基金资助项目(E2012402049);中国水利水电科学研究院流域水循环模拟与调控国家重点实验室开放研究基金资助项目(IWHR-SKL-201216)。 ()

人民黄河

OA北大核心

1000-1379

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