›› 2012, Vol. 33 ›› Issue (11): 3306-3313.

• 基础理论与实验研究 • 上一篇    下一篇

饱水-风干循环作用下砂岩强度劣化规律试验研究

邓华锋,李建林,朱 敏,王孔伟,王乐华,邓成进   

  1. 三峡大学 土木与建筑学院,湖北 宜昌 443002
  • 收稿日期:2011-08-24 出版日期:2012-11-12 发布日期:2012-11-14
  • 作者简介:邓华锋,男,1979年生,博士,讲师,主要从岩土工程方面研究
  • 基金资助:
    973计划前期研究专项课题(No. 2012CB426502);宜昌市科学技术研究与开发项目(No. A2011–302–6);三峡大学科学基金(No. KJ2011B008)

Experimental research on strength deterioration rules of sandstone under “saturation-air dry” circulation function

DENG Hua-feng,LI Jian-lin,ZHU Min,WANG Kong-wei,WANG Le-hua,DENG Cheng-jin   

  1. College of Civil Engineering & Architecture, China Three Gorges University, Yichang, Hubei 443002, China
  • Received:2011-08-24 Online:2012-11-12 Published:2012-11-14

摘要: 库水位变幅带是库岸边坡稳定的敏感地带,饱水-风干循环作用下岸坡岩体的强度将如何劣化,以及由此引发的地质灾害问题都是十分严峻而又不可回避的。特选取三峡库区典型库岸边坡变幅带区域砂岩为研究对象,进行饱水-风干循环作用试验,试验结果表明,在饱水-风干循环过程中,砂岩试样的抗压强度、凝聚力和内摩擦角均逐渐劣化,变化趋势基本一致,而且,浸泡时水压力变化幅度越大,饱水-风干循环次数越多,损伤效应越明显,说明水压力的升、降和饱水-风干循环作用对岩样的损伤有累积作用。最后,基于砂岩试样的饱水-风干循环作用试验研究,对饱水-风干循环作用的水-岩作用机制进行了详细地探讨。研究成果对于把握库岸边坡变幅带岩体性质劣化规律具有较大的参考价值,为库岸边坡的长期稳定性分析提供了有益的依据。

关键词: 饱水-风干, 循环作用, 强度劣化

Abstract: The variable amplitude of the reservoir water level is the stability sensitive area of the reservoir bank slopes. How will the rock mass strength degrade under the “saturation-air dry” circulation function and the geological hazards caused by the circulation function are very serious and inevitable problems. Thereafter, taking sand rock in the variable amplitude of typical reservoir bank in Three Gorges reservoir area, tests are performed to simulate the process of the “saturation-air dry” cycles. The experimental results show that the compressive strength, cohesion and internal friction angle of the sand rock samples all deteriorate gradually in the "saturation-air dry" cyclic process; and the change rules are basically consistent. Moreover, tests also show that the greater change of the water pressure in immersion, the longer of the soaking time and the more cycle numbers of the “saturation-air dry”, the more serious damage of the rock mass, which indicates that the rise or decline of water pressure and the "saturation-air dry" circulation function have cumulative damage on the samples. At last, water-rock interaction mechanism under the “saturation-air dry” circulation function are discussed in detail based on the experimental research. Research results have an important reference for the study of deterioration law of variable amplitude rock in reservoir bank, and provide favorable evidences for the long-term stability analysis of reservoir bank slopes.

Key words: saturation-air dry, circulation function, strength deterioration

中图分类号: 

  • TV 61
[1] 高 峰, 熊 信, 周科平, 李杰林, 史文超, . 冻融循环作用下饱水砂岩的强度劣化模型[J]. 岩土力学, 2019, 40(3): 926-932.
[2] 曾严谨,荣 冠,彭 俊,沙 松, . 高温循环作用后大理岩裂纹扩展试验研究[J]. , 2018, 39(S1): 220-226.
[3] 邓华锋 ,罗 骞 ,李建林 ,何 明 ,原先凡 ,朱 敏 . 浸泡-风干循环作用下砂岩动力特性劣化规律研究[J]. , 2013, 34(9): 2468-2474.
[4] 罗学东,黄成林,肜增湘,吕乔森. 冻融循环作用下蒙库铁矿边坡岩体物理力学特性研究[J]. , 2011, 32(S1): 155-159.
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