| 渗流侵蚀作用对岩石裂隙剪切特性的影响试验 |
| |
| 引用本文： | 盛金昌,高鹏,王珂,郜会彩,田晓丹. 渗流侵蚀作用对岩石裂隙剪切特性的影响试验[J]. 水利水电科技进展, 2021, 41(2): 42-48 |
| |
| 作者姓名： | 盛金昌 高鹏 王珂 郜会彩 田晓丹 |
| |
| 作者单位： | 河海大学水利水电学院,江苏 南京 210098;常州市金坛区水旱灾害防御调度指挥中心,江苏 常州 213200;浙江省山体地质灾害防治协同创新中心,浙江 绍兴 312000;绍兴文理学院土木工程学院,浙江 绍兴 312000 |
| |
| 基金项目： | 国家自然科学基金(51579078)；浙江省山体地质灾害防治协同创新中心开放基金(PCMGH-2017-Z-02) |
| |
| 摘 要： | 为研究岩体裂隙受渗流侵蚀作用后剪切特性的变化及其演变机理,对新鲜的和经120 h渗透侵蚀作用的两组不同试件进行对比剪切试验,分析了剪切试验曲线、峰值抗剪强度、残余抗剪强度以及初始剪切刚度的变化.试验结果表明:与新鲜粗糙裂隙相比,经过渗流侵蚀作用后的粗糙裂隙剪切应力剪切位移曲线及法向位移剪切位移曲线无太大变化,但剪缩位移...
|
| 关 键 词： | 岩体裂隙 剪切特性 粗糙度系数 渗流侵蚀作用 |
Experiments of seepage erosion influence on shear characteristics of rock fracture |
| |
| SHENG Jinchang,GAO Peng,WANG Ke,GAO Huicai,TIAN Xiaodan. Experiments of seepage erosion influence on shear characteristics of rock fracture[J]. Advances in Science and Technology of Water Resources, 2021, 41(2): 42-48 |
| |
| Authors: | SHENG Jinchang GAO Peng WANG Ke GAO Huicai TIAN Xiaodan |
| |
| Affiliation: | College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China;Flood and Drought Disaster Prevention Dispatching Command Center of Jintan District, Changzhou 213200, China;Zhejiang Collaborative Innovation Center for Prevention and Control of Mountain Geologic Hazards, Shaoxing 312000, China; School of Civil Engineering, Shaoxing University, Shaoxing 312000, China |
| |
| Abstract: | In order to investigate the variation of shear characteristics of rock fractures after seepage erosion and its evolution mechanism, shear tests were conducted on two groups of specimens in different states. One group was fresh and the other was after a 120 h seepage-erosion experiment. The variations of shear test curve, peak shear strength, residual shear strength and initial shear stiffness were analyzed. The results show that the shear stress-strain curves and normal displacement-shear displacement curves of rough fractures after seepage erosion change little compared with the fresh rough fractures, but the shear contraction displacement decreases and the shear dilation displacement increases. The seepage erosion increases the surface roughness of the fracture, leading to an average increase of the peak shear strength by 8. 83%, but with no significant change in the residual shear strength, indicating a declined ratio of residual strength to peak strength. The initial shear stiffness increases by 10. 84% on average after seepage erosion. |
| |
| Keywords: | rock fracture shear characteristics roughness coefficient seepage erosion impact |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《水利水电科技进展》浏览原始摘要信息 |
|
点击此处可从《水利水电科技进展》下载免费的PDF全文 |
|
