针对刚体极限平衡法的不足,利用非线性有限元方法,分析了岩壁吊车梁与围岩的相互作用,研究了锚杆的受力机理,并利用超载和强度储备法研究了岩壁吊车梁的安全裕度。2. An improved Rigid Body Limit Equilibrium Method——Block Element Method is applied to analyze slope stability. 利用一种改进的刚体极限平衡法—...
针对刚体极限平衡法的不足,利用非线性有限元方法,分析了岩壁吊车梁与围岩的相互作用,研究了锚杆的受力机理,并利用超载和强度储备法研究了岩壁吊车梁的安全裕度。2. An improved Rigid Body Limit Equilibrium Method——Block Element Method is applied to analyze slope stability. 利用一种改进的刚体极限平衡法—...
层状基岩上坝体抗滑稳定性的塑性理论极限平衡法 6. Ultimate Equilibrium Analysis Method of Multi-Wedge Body in Soil-Nail Bracing and Its Optimal Design; 土钉支护结构的多楔体极限平衡分析法及其优化设计 7. The Research of the Construction of Tunnel with Block Theory 块体极限平衡理论在隧道施工中的...
基于重力坝设计规范给出的标准双滑面刚体极限平衡法,介绍了计算特殊双滑面抗滑稳定性安全系数的刚体极限平衡法,并结合工程实例对特殊双滑面抗滑稳定性进行分析。 2. Based on 3D nonlinear FEM analysis of Jinping high slope,the rigid limit equilibrium method in the stability analysis of high slope is discu...
采用三维刚体极限平衡法对小湾电站进水口边坡进行了稳定分析与加固方案优化。 Based on the 3D rigid limit equilibrium method, the stability of the intake slope of Xiaowan Hydropower Station i...