Stability Evaluation and Control Design of Banyan Mountain Unstable Rock Mass
Banyan Mountain unstable rock is one of the major natural disaster prevention project in Hubei Province, its deformation recently intensified, and dilapidation and landslide may occur at any time, so the evaluation and optimization design on phase Ⅱ unstable rock were developed. Considering various load situation, unstable rock body stability was evaluated by transfer coefficient method. To control No. Ⅱ w and No.Ⅲ w unstable rock body, explosion cutting and anti-rockfall engineering were carried on after site exploration and line-laying several times. The cutting slope ratio was calculated, the slope stability after cutting was checking, and shotcrete bolting was set to protect cutting-off slope facedes. Rockfall barrier soil dam was layout and designed in cutting site protection area to intercept rockfall from hazard rock slope and blasting. At the same time, chute systems, transport platforms and a simple construction road to mountaintop were designed to transport cutting-off rocks and mechanism equipments. Actual Engineering control effect is good, it can provide reference for later monitoring and similar project management.
unstable rock treatment measure stability evaluation rockfall barrier soil dam design rockfall
mei Li xuyan Li yanhui Zhu xinxi Liu
School of Resources and Environment Eengineering Wuhan University of Technology Wuhan, China Qingdao Urban-Rural Construction Commission Qindao,China School of Civil Engineering and Architecture,Changsha University of Science Technology Changsha, Chi
国际会议
三峡
英文
3489-3493
2012-05-18（万方平台首次上网日期，不代表论文的发表时间）