Abstract：The stepped overloaded plants were needed to be built on a landslide slope for a tungsten mine. Four rows of anti-slide piles were proposed for the treatment of sliding mass as well as the foundation of intra-plant step retaining wall and plants. In this case，the dual function of load-bearing and anti-slide could be utilized for the load-bearing and anti-slide piles. The optimization design and treatment methods for landslide under stepped overloaded plants were presented. Based on the transmit-coefficient method，an approach of resistance distribution of multi-row load-bearing and anti-slide pile was proposed considering the upper plant loads. With this method，the distributions of multi-row piles at the tungsten ore plant were calculated，and then the optimized design of load-bearing and anti-slide piles were conducted. Finally，with the long-term monitoring data of the landslide and the calculation results from finite element method，the rationality of the proposed method for the resistance distribution of multi-row pile was validated，and the applicability of the optimized design method for landslide treatment was verified. According to the inadequacies of resistance distribution of multi-row load-bearing and anti-slide pile in the current specifications，corresponding supplementary suggestions were proposed in this paper.
贺 健. 台阶式重载厂房下滑坡体治理优化设计方法研究[J]. 岩石力学与工程学报, 2016, 35(04): 837-846.
HE Jian. An optimized design method of treatment for landslides under stepped overloaded plants. , 2016, 35(04): 837-846.
铁道部第二勘测设计院. 抗滑桩设计与计算[M]. 北京：中国铁道出版社，1983：45-47.(China Railway Eryuan Engineering Group Co.，Ltd.. Design and calculation of anti-sliding piles[M]. Beijing：China Railway Publishing House，1983：45-47.(in Chinese))
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2016, Vol. 35 
