CAJ | 학술논문

以甘肃舟曲县龙江新村滑坡为研究对象，在调查分析研究区地质环境条件的基础上，采用区域测量、地面调查和地下勘探等手段，详细研究滑坡的特征，分析滑坡的成因，准确地选取和确定了滑坡滑带土的抗剪强度指标；运用定性分析和定量计算评价相结合的方法，综合分析评价了滑坡的稳定性，为龙江新村滑坡灾害的治理工程设计提供科学合理的设计参数和地质依据。
이감숙주곡현룡강신촌활파위연구대상，재조사분석연구구지질배경조건적기출상，채용구역측량、지면조사화지하감탐등수단，상세연구활파적특정，분석활파적성인，준학지선취화학정료활파활대토적항전강도지표；운용정성분석화정량계산평개상결합적방법，종합분석평개료활파적은정성，위룡강신촌활파재해적치리공정설계제공과학합리적설계삼수화지질의거。
Longjiangxincun landslide in Zhouqu County served as the object of the study. Through an in-vestigation and analysis of the geological conditions of the study area and using the area measurement and ground survey and underground exploration means, the characteristics of landslide were studied in detail, the origin of landslide analysed, and shear strength parameters of the sliding zone soils were accurately selected and ensured. The method of qualitative analysis and quantitative calculation were used to comprehensively analyze and evaluate the stability of the landslide. This will provide parameters and a geological reasonable basis for Longjiangxincun landslide controlling engineering design.