摘要
On the basis of the study on the engineering geological characteristics of No.2 dump of Nanfen iron mine and the analysis of the failure mode of dump landslide,the stability of the present dump,the stability of the dump 20 years later and the stability of double-bench dump are analyzed.Then,the debris flow risk is evaluated by fuzzy mathematics method.Finally,the comprehensive treatment for the dump is suggested.It is concluded that ① In rainy and snowmelt period,the stability would be decreasing sharply when ground water is not drained out in time;② Double-bench dumping mode will improve stability of the dump little;③ Debris flow risk is middle danger.The interim debris flow with medium scale may occur.④ Monitoring,draining and baffling work ought to be well done.⑤ In order to prevent the damage of landslide and debris flow,three measures are adopted,including setting rockfall net,setting the debris flow barrier and removing the residents.
On the basis of the study on the engineering geological characteristics of No. 2 dump of Nanfen iron mine and the analysis of the failure mode of dump landslide, the stability of the present dump, the stability of the dump 20 years later and the stability of double-bench dump are analyzed. Then, the debris flow risk is evaluated by fuzzy mathematics method. Finally, the comprehensive treatment for the dump is suggested. It is concluded that ① In rainy and snowmelt period, the stability would be decreasing sharply when ground water is not drained out in time; ② Double-bench dumping mode will improve stability of the dump little;③ Debris flow risk is middle danger. The interim debris flow with medium scale may occur. ④ Monitoring, draining and baffling work ought to be well done. ⑤In order to prevent the damage of landslide and debris flow, three measures are adopted, including setting rockfall net, setting the debris flow barrier and removing the residents.
