CAJ | 학술논문

山区铁路修建过程中,大型滑坡常采用多排抗滑桩的工程措施进行加固治理.目前常规的计算方法无法准确计算出作用在每排抗滑桩上的推力大小以及分担比.以ANSYS大型数值有限元软件为手段,以六沾线曹家山滑坡为研究对象.通过进行数值计算的方式得到作用在每排抗滑桩上的推力大小,并统计出相应每排桩所承担的滑坡下滑推力比,该方法为抗滑桩的最终结构计算提供更为科学、合理的依据,从而避免了原方法存在的种种局限性,为多排抗滑桩的设计提供了一种行之有效的解决办法.
산구철로수건과정중,대형활파상채용다배항활장적공정조시진행가고치리.목전상규적계산방법무법준학계산출작용재매배항활장상적추력대소이급분담비.이ANSYS대형수치유한원연건위수단,이륙첨선조가산활파위연구대상.통과진행수치계산적방식득도작용재매배항활장상적추력대소,병통계출상응매배장소승담적활파하활추력비,해방법위항활장적최종결구계산제공경위과학、합리적의거,종이피면료원방법존재적충충국한성,위다배항활장적설계제공료일충행지유효적해결판법.
In the mountain railway construction process, large-scale landslides often used the engineering measures of multi-row anti-slide pile reinforcement to relnforcement. The current conventional method of calculation can not calculate the value of the thrust accurately as well as the sharing ratio by the anti-slide pile in each row. In this paper,using large-scale numerical ANSYS finite element software to study Liu Zhan Cao Jia Shan landslide.Using the numerical calculation to get the value of the thrust,and calculate the thrust ratio,this method provides more scientific and rational basis, also avoid those limitations of the former method, and provides a proven solution.