• 考虑降雨边坡稳定不利影响分析了孔隙压力作用堆积体聚力堆积体的安全系数变化

    Considering adverse effect of rainfall on slope's stability, it analyses the change of safe coefficient after cohesive strength of talus slides reducing under the effect of pore water pressure.

    youdao

  • 安全系数极限状态中,计算不同最大可能安全系数临界变异系数临界破坏概率

    From limit state of reduced safety factor, critical failure probabilities and variation coefficients corressponding different maximum possible safety factors were calculated.

    youdao

  • 采用边坡某一幅值等效塑性应变区,坡脚坡顶贯通系数作为边坡安全系数

    The strength reduction coefficient before a well-defined equivalent plastic shear strain (EPSS) running through from the bottom to the top of a slope is considered as its safety factor.

    youdao

  • 采用边坡某一幅值等效塑性应变区,坡脚坡顶贯通系数作为边坡安全系数

    The strength reduction coefficient before a well-defined equivalent plastic shear strain (EPSS) running through from the bottom to the top of a slope is considered as its safety factor.

    youdao

$firstVoiceSent
- 来自原声例句
小调查
请问您想要如何调整此模块?

感谢您的反馈,我们会尽快进行适当修改!
进来说说原因吧 确定
小调查
请问您想要如何调整此模块?

感谢您的反馈,我们会尽快进行适当修改!
进来说说原因吧 确定