Stability analysis of water-filled dump slope under the couple effect of seepage and damage
文献类型：期刊论文
| 作者 | Wang ZW; Lv XF(吕祥锋) ; Wang JG
|
| 刊名 | DISASTER ADVANCES
 |
| 出版日期 | 2012-12 |
| 卷号 | 5期号:4页码:1212-1217 |
| 通讯作者邮箱 | lvxiangfeng2006@126.com |
| 关键词 | Seepage-damage coupled model water-filled bed dump slope stability numerical calculation |
| ISSN号 | 0974-262X |
| 产权排序 | [Lv Xiangfeng] Liaoning Tech Univ, Sch Mech & Engn, Fuxing 123000, Peoples R China; [Wang Zhenwei; Wang Jianguo] China Coal Technol & Engn Grp, Shenyang Branch, Fushun 113122, Peoples R China; [Wang Zhenwei; Lv Xiangfeng] Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China |
| 通讯作者 | Lv, XF (reprint author), Liaoning Tech Univ, Sch Mech & Engn, Fuxing 123000, Peoples R China. |
| 合作状况 | 国内 |
| 中文摘要 | The stability problem of water-filled dump slope becomes one of the geotechnical engineering problems needed to be resolved. Especially, the couple effect of seepage and damage has a great influence on the dump slope. Using a combination of theoretical analysis and numerical calculation methods, the seepage-damage coupled mathematical model of coal rock mass based on pressure and shear type and open type is established, the permeability tensor affected by fracture damage of coal rock mass is studied. Taking Heidaigou dump slope for example, the stability of water-filled dump slope under the couple effect of seepage and damage is numerical analyzed. The results show that: (1) The pore water pressure of water-filled dump is not fully dissipated under high-stress load, and the damage degree of dump bed and the instability chance of dump slope are increasing. (2) As the water level rises, the pore water pressure increases, the safety factor of dump slope is reducing. The effective internal friction angle and the shear strength decrease when the settling velocity is greater than the pore water pressure dissipation rate. But, the shear strength decrease significantly when the pore water pressure dissipation is too late. The research results provide strong guidance for the stability of water-filled dump slope. |
| 学科主题 | 岩体力学和土力学 |
| 分类号 | 二类 |
| 收录类别 | SCI |
| 资助信息 | This work was financially supported by National Natural Science Foundation No.50774046, National Basic Research Program of China under Grant No.2010CB731506 and China Coal Research Institute Youth Innovation Fund No.2006QN07. |
| 原文出处 | http://www.disasterjournal.net/disaster_back_issue/disas_2012_4/205.pdf |
| 语种 | 英语 |
| WOS记录号 | WOS:000313100100206 |
| 公开日期 | 2013-03-01 |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/46924]  |
| 专题 | 力学研究所_流固耦合系统力学重点实验室(2012-) |
| 推荐引用方式 GB/T 7714 | Wang ZW,Lv XF,Wang JG. Stability analysis of water-filled dump slope under the couple effect of seepage and damage[J]. DISASTER ADVANCES,2012,5(4):1212-1217. |
| APA | Wang ZW,吕祥锋,&Wang JG.(2012).Stability analysis of water-filled dump slope under the couple effect of seepage and damage.DISASTER ADVANCES,5(4),1212-1217. |
| MLA | Wang ZW,et al."Stability analysis of water-filled dump slope under the couple effect of seepage and damage".DISASTER ADVANCES 5.4(2012):1212-1217. |
入库方式： OAI收割
来源：力学研究所
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