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基于强度试验的胶凝堆石材料破坏准则

杨杰 蔡新 郭兴文

水利水电科技进展Issue(2):47-50,4.
水利水电科技进展Issue(2):47-50,4.DOI:10.3880/j.issn.10067647.2013.02.010

基于强度试验的胶凝堆石材料破坏准则

The failure criterion of cemented sand and gravel material based on strength test

杨杰 1蔡新 2郭兴文1

作者信息

  • 1. 河海大学水文水资源与水利工程科学国家重点实验室,江苏 南京摇 210098
  • 2. 河海大学水利水电学院,江苏 南京 210098
  • 折叠

摘要

Abstract

Based on compression tests, tension tests, and large scale three-axis tests on cemented sand and gravel(CSG) materials, the basic mechanical properties of CSG materials were systematically studied and the stress intensity of CSG was obtained during the CSG failure process. The correlativity between the failure strength of CSG materials and the ambient pressure was analyzed. According to the correlativity, the failure criterion of CSG materials with a cement proportion of 60 kg/m3 was established. The failure criterion of CSG materials with different cement proportions was established by fitting data of the failure strengths of CSG materials, the ambient pressures, and the cement proportions. The results show that the failure criterions of CSG materials have good performance, and show better support ability for similar applications development.

关键词

胶凝堆石料/胶凝掺量/破坏准则/大三轴试验

Key words

cemented sand and gravel(CSG) materials/cement proportion/failure criterion/large scale three-axis tests

分类

建筑与水利

引用本文复制引用

杨杰,蔡新,郭兴文..基于强度试验的胶凝堆石材料破坏准则[J].水利水电科技进展,2013,(2):47-50,4.

基金项目

国家自然科学基金(51179061) (51179061)

高等学校博士学科点专项(20100094110014) (20100094110014)

“十二五冶国家科技支撑计划(2012BAD10B02) (2012BAD10B02)

水利水电科技进展

OA北大核心CSCDCSTPCD

1006-7647

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