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酸碱环境干湿循环作用下砂岩抗剪强度劣化规律研究

刘新荣 袁文 傅晏 王子娟 朱乐文 谢应坤

岩土工程学报2017,Vol.39Issue(12):2320-2326,7.
岩土工程学报2017,Vol.39Issue(12):2320-2326,7.DOI:10.11779/CJGE201712022

酸碱环境干湿循环作用下砂岩抗剪强度劣化规律研究

Deterioration rules of shear strength in sandstones under wetting and drying cycles in acid and alkali environment

刘新荣 1袁文 1傅晏 2王子娟 1朱乐文 3谢应坤4

作者信息

  • 1. 重庆大学土木工程学院,重庆 400045
  • 2. 重庆大学建设管理与房地产学院,重庆 400045
  • 3. 浙江瑞安安阳中心城区管委会,浙江 瑞安 325200
  • 4. 重庆市高新工程勘察设计院有限公司,重庆 401121
  • 折叠

摘要

Abstract

In order to study the deterioration rules of shear strength in sandstones under wetting and drying cycles, sandstone specimens are tested after 1, 3, 6, 10 wetting and drying cycles in the environment of pH=7, 9, 4. Through UCS and TCS after different cycles, the cohesion and internal friction angle of sandstone are calculated, and the relation formulae between them and number of cycles N are determined, respectively, thus the shear strength is obtained under wetting and drying cycles in acid and alkali environment. The results show that the shear strength of sandstone decreases with the increase of cycles. In the early stage of cycles, the deterioration effect is comparatively significant, and the deterioration of shear strength is very large, then, the strength deterioration is relatively small. In the acidic environment, the deterioration of shear strength in sandstones is the most serious, slightly reduced in the alkaline environment, and the neutral condition is the lightest. The deterioration of shear strength in dried samples is much lower than that of wet samples.

关键词

干湿循环/酸碱环境/砂岩/抗剪强度/劣化

Key words

wetting and drying cycle/acid and alkali environment/sandstone/shear strength/deterioration

分类

建筑与水利

引用本文复制引用

刘新荣,袁文,傅晏,王子娟,朱乐文,谢应坤..酸碱环境干湿循环作用下砂岩抗剪强度劣化规律研究[J].岩土工程学报,2017,39(12):2320-2326,7.

基金项目

国家自然科学青年基金项目(51308567) (51308567)

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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