|
| Study on rainfall infiltration and its influence on the stability of soil dump under different rain patterns |
| Received:March 18, 2020 Revised:April 10, 2020 |
| View Full Text View/Add Comment Download reader |
| DOI： |
| KeyWord:dump; Rainfall; Seepage field; stability |
| Author | Institution |
| GUAN Xiaofeng |
首钢集团有限公司矿业公司水厂铁矿 |
| CUI Xuan |
矿冶科技集团有限公司 |
| XU Yunfu |
首钢集团有限公司矿业公司水厂铁矿 |
|
| Hits: 641 |
| Download times: 640 |
| Abstract: |
| Rainfall infiltration is an important factor affecting the stability of the slope. Taking the high and steep slope of a mine waste dump as the research object, the change characteristics of the slope seepage field under different rainfall conditions were studied based on the saturated-unsaturated seepage theory. Unsaturated soil strength criterion and limit equilibrium method were used to analyze the stability of slope. The results showed that the range of slope transient saturation area was different with different types of rainfall infiltration. Under different rainfall conditions, the influence degree of slope stability was also different. The influence of posterior peak rainfall on slope stability was greater, while the influence of equal intensity rainfall on slope safety coefficient was relatively small. |
| Close |