CAJ | 학술논문

本文以四川东滨—石棉22 kV线路N20号塔位滑坡治理为例，从定性和定量两个方面对该滑坡以及滑坡所产生的潜在不稳定边坡的稳定性进行了全面而系统的分析和计算，并根据边坡的滑塌形式、坡体岩土层结构特征，针对性的选择半坡锚拉抗滑桩加锚杆格构结合的方式对该滑坡进行治理设计。本次滑坡治理设计通过现场调查、钻探获取全面的原始数据，对滑坡稳定性通过定性、定量方法进行全方位的计算分析，选择针对性的加固方案，复核加固之后的稳定性评价，到最终治理方案图的设计等一系列全面而完整的程序，最终完成该工程的设计工作，获得业主的好评，现在该工程已经施工完成，效果良好。
본문이사천동빈—석면22 kV선로N20호탑위활파치리위례，종정성화정량량개방면대해활파이급활파소산생적잠재불은정변파적은정성진행료전면이계통적분석화계산，병근거변파적활탑형식、파체암토층결구특정，침대성적선택반파묘랍항활장가묘간격구결합적방식대해활파진행치리설계。본차활파치리설계통과현장조사、찬탐획취전면적원시수거，대활파은정성통과정성、정량방법진행전방위적계산분석，선택침대성적가고방안，복핵가고지후적은정성평개，도최종치리방안도적설계등일계렬전면이완정적정서，최종완성해공정적설계공작，획득업주적호평，현재해공정이경시공완성，효과량호。
This paper made comprehensive analysis and design from both qualitative and quantitative aspects basing on the example of the Landslide designing of N20 Towers of 220 kV line from Sichuan Dongbin to Shimian. According to the form and rock layer structure of the slope, I selected the way of anchor bolt to pull anti-slide pile+lattice binding to govern and design the landslide. In the Landslide design, we have taken the methods of ifeld surveys and drilling to get comprehensive raw data, have made comprehensive analysis and design from both qualitative and quantitative aspects and selected the corresponding reinforcement scheme, have checked the stability of the reinforced after evaluation, have got a series of comprehensive and complete program including programs design, and have completed of the design work for the project ifnally. The design have got the owners of praise and that the construction project has been completed with good results now.