水岩作用下蚀变岩力学性质损伤规律

doi:10.11988/ckyyb.20150590

长江科学院院报 ›› 2016, Vol. 33 ›› Issue (8): 75-79.DOI: 10.11988/ckyyb.20150590

水岩作用下蚀变岩力学性质损伤规律

牛传星^1a，1b，秦哲^1c，1d，冯佰研^1a，1b，付厚利²

1.山东科技大学 a. 土木工程与建筑学院; b.山东省土木工程防灾减灾重点实验室;c. 矿山灾害预防控制重点实验室; d.矿业与安全工程学院，山东青岛 266590；
2.临沂大学建筑学院，山东临沂 276000

收稿日期:2015-07-14 修回日期:2015-08-27 出版日期:2016-07-25 发布日期:2016-07-25
作者简介:牛传星(1990-)，男，山东聊城人，硕士研究生，主要从事岩土工程理论与应用研究，(电话)17854284783(电子信箱)1205165230@qq.com。

Regularity of the Damage of Altered Rock’s Mechanical Properties Under Water-Rock Interaction

NIU Chuan-xing^1,2, QIN Zhe^3,4, FENG Bai-yan^1,2,FU Hou-li⁵

1.School of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266590,China;
2.Shandong Provincial Key Laboratory of Disaster Prevention and Mitigation for Civil Engineering,Shandong University of Science and Technology,Qingdao 266590, China;
3.Key Laboratory of Mine Disaster Prevention and Control,Shandong University of Science and Technology,Qingdao 266590,China;
4.School of Mining and Safety Engineering,Shandong University of Science and Technology, Qingdao 266590,China;
5.School of Architecture, Linyi University,Linyi 276000,China

Received:2015-07-14 Revised:2015-08-27 Online:2016-07-25 Published:2016-07-25

摘要/Abstract

摘要： 为了研究水位升降对蚀变带边坡岩石力学性质的影响，选取仓上露天金矿坑边坡蚀变岩样，进行了不同饱水-失水循环次数的单轴压缩试验。建立了函数关系描述蚀变岩力学性质在水岩作用下的变化规律，引入损伤率的概念分析了循环次数对蚀变岩力学性质的影响，并利用电镜扫描技术从微观角度分析了水岩作用对蚀变岩的损伤机理。结果表明水岩作用对蚀变岩的力学性质有明显的弱化现象，且水岩作用越强，弱化现象越明显;不同循环次数下，蚀变岩弹性模量随循环次数增加衰减迅速，峰值强度呈持续衰减状态;随蚀变、碎裂发展，水岩作用对岩石的力学性质损伤增加，循环15次后，弹性模量损伤率最大接近60%，峰值强度接近45%。

关键词: 蚀变岩, 水岩作用, 单轴压缩试验, 电镜扫描, 损伤规律

Abstract: In order to research the effect of water level fluctuation on the mechanical properties of slope rock at altered zones, we carried out uniaxial compression test on rock samples from open-pit slope in Cangshang under different saturation-dehydration cycles. Moreover, we established the function which describes the variation pattern of mechanical properties of altered rock under water-rock interaction. We also analyzed the influence of circulating times on the mechanical properties of altered rock through introducing the concept of damage rate. Besides, the damage mechanism of water-rock interaction on altered rocks was also analyzed by scanning electron microscopy(SEM). The result indicated that the mechanical properties of altered rocks were obviously weakened by water-rock interaction, and with the increase of water-rock interaction, the phenomenon was more obvious; with the increase of circulating times, the elasticity modulus decayed rapidly while the peak intensity was decaying continuously. As the degree of alteration and fragmentation increased, the degree of damage increased regarding the water-rock interaction to the mechanical properties of rock, and after fifteen saturation-dehydration cycles, the damage rate of elasticity modulus reached 60%, while that of peak intensity was 45%.

Key words: altered rock, water-rock interaction, uniaxial compression test, SEM, damage evolution law

中图分类号:

TU458

牛传星，秦哲，冯佰研，付厚利. 水岩作用下蚀变岩力学性质损伤规律[J]. 长江科学院院报, 2016, 33(8): 75-79.

NIU Chuan-xing, QIN Zhe, FENG Bai-yan,FU Hou-li. Regularity of the Damage of Altered Rock’s Mechanical Properties Under Water-Rock Interaction[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2016, 33(8): 75-79.

[1]	张琬, 丁九龙, 李波, 陈泽一, 薛一峰, 赵玮. 秸秆纤维加筋黄土三轴剪切特性试验[J]. 长江科学院院报, 2024, 41(1): 136-142.
[2]	雷过, 张卫兵, 李晓, 刘臻祥, 周鑫磊. 冻融-干湿循环下硫酸盐渍土强度劣化的宏微观响应[J]. 长江科学院院报, 2023, 40(6): 154-159.
[3]	肖欣宏, 王静, 谢小帅, 陈华松, 周家文. 水岩作用下红层泥岩蠕变特性[J]. 长江科学院院报, 2020, 37(9): 96-101.
[4]	邵晓妹, 范冬冬, 马保国, 孙正, 杨秀林. CW弹性环氧砂浆抗冲磨性能及工程应用[J]. 长江科学院院报, 2020, 37(6): 166-170.
[5]	闵明, 张强, 蒋斌松, 李全信, 王军鹏. 实时高温下北山花岗岩劈裂试验及声发射特性[J]. 长江科学院院报, 2020, 37(3): 108-113.
[6]	王创业, 常新科, 刘沂琳. 花岗岩破裂全过程声发射时频域信号特征及前兆识别信息[J]. 长江科学院院报, 2020, 37(3): 82-89.
[7]	胡桂阳, 刘清秉, 许振浩, 谢辉辉. 击实状态下膨润土加砂混合物膨胀特性及影响因素[J]. 长江科学院院报, 2020, 37(1): 100-107.
[8]	郭慧敏. 饱水-风干循环作用下砂岩力学性质劣化规律[J]. 长江科学院院报, 2020, 37(1): 90-94.
[9]	王浪, 丁军浩, 邓辉, 王劲翔, 涂国祥. 韧性剪切带和蚀变岩体对坡体卸荷特征影响分析[J]. 长江科学院院报, 2019, 36(6): 93-98.
[10]	牛传星,付厚利,秦哲,冯佰研. 温度周期循环作用下岩石损伤特性的试验研究[J]. 长江科学院院报, 2017, 34(4): 78-82.
[11]	秦哲,付厚利,程卫民,于岩斌. 水岩作用下露天坑边坡岩石蠕变试验分析[J]. 长江科学院院报, 2017, 34(3): 85-89.
[12]	李亚,余宏明,李科,李雄峰. 干湿循环作用下石膏岩劣化效应的试验研究[J]. 长江科学院院报, 2017, 34(3): 63-66.
[13]	金磊, 曾亚武, 叶阳. 土石混合体单轴压缩试验的三维颗粒流数值模拟[J]. 长江科学院院报, 2016, 33(7): 93-99.
[14]	黄春, 左双英, 王嵩, 曲传奇, 赵亦婷. 层状各向异性岩体的室内单轴压缩试验分析[J]. 长江科学院院报, 2016, 33(5): 58-62.
[15]	胡伟华,彭刚,黄仕超,田为. 基于声发射技术的混凝土动态损伤特性研究[J]. 长江科学院院报, 2015, 32(2): 123-127,132.

水岩作用下蚀变岩力学性质损伤规律

Regularity of the Damage of Altered Rock’s Mechanical Properties Under Water-Rock Interaction

PDF

可视化

摘要/Abstract

引用本文

使用本文

相关文章 15

编辑推荐

Metrics

本文评价