finally, the validity of nonlinear analysis for rock and soil mass is proved.
最后通过算例表明,数值流形方法在巖土体进行非线性分析中是有效的。
comprehensive utilization of the static and dynamic parameters of rock and soil mass will bring engineering considerably technical and economic benefits.
综合应用波动测试和静力学测试结果,将给工程建设带来可观的技术经济效益。
it is feasible to study the internal structure of rock and soil mass by using the theory of abrupt structure destabilization.
利用结构突变失稳理论来研究巖土体内部结构是可行的。
to civil engineering, the change of hydrogeochemical field are casusing the change of the rock and soil mass which are the foundation of building in the city proper.
从工程的角度进行分析后,认为水化学场变化的同时也改变了城市建筑的基础——巖土体的性质;
result of the test indicate, shear strength of rock and soil mass improved with the increase of root content.
试验结果表明,巖土体的抗剪强度是随含根量的增加而提高。