Dispersion ranges of stress, displacement and plastic region of different coping thickness of wallrock of an underwater highway tunnel are simulated.
模拟了某拟建中水下公路隧道，在不同隧道顶板厚度时的围岩应力、位移、塑性区的分布及大小。
2
The size of the lateral pressure retaining wall is relative with soil and rock mechanics properties, wall, supporting structure form and displacement direction and size.
挡土墙侧向压力的大小与岩土力学性质、墙高、支护结构形式及位移方向和大小等因素有关。
3
The analytical solution of the wallrock stress field and displacement field under the highly stressed bolting support is deduced by the displacement and stress boundary conditions.