CAJ | 학술논문

依据隧道地质条件及膨胀土的物理力学参数指标，采用离散元分析计算软件 UDEC（Universal District Element Code），建立了数值计算模型，对围岩的变形过程进行了数值模拟，根据数值模拟结果，提出了相应的施工建议和围岩失稳破坏的治理措施。
의거수도지질조건급팽창토적물리역학삼수지표，채용리산원분석계산연건 UDEC（Universal District Element Code），건립료수치계산모형，대위암적변형과정진행료수치모의，근거수치모의결과，제출료상응적시공건의화위암실은파배적치리조시。
Based on index of the tunnel geological conditions and physical and mechanical parameters of expansive soil,discrete element analysis software UDEC(Universal District Element Code)is adopted and a mathematical model is established to simulate deformation process of sur-rounding rock. Regarding results of numerical simulation,suggestions and corresponding control measures for construction and surrounding rock instability and failure are put forward.