首页> 外文OA文献 >地下水引發自由端順向坡土體滑動特性分析
【2h】

地下水引發自由端順向坡土體滑動特性分析

机译:地下水引发自由端顺向坡土体滑动特性分析

摘要

Retrogressive sliding can be observed in groundwater-induced landslides. The major inducing factor of this phenomenon is the fluidization in the down-hillslope and the soil of the bottom-layers. Moreover, when the water content in the area around the groundwater input pipe surpasses 29%, sag in the upper soil layer can also occur. As the groundwater discharge increases in experiments with the same slope, the equilibrium time needed to achieve landslide equilibrium gets shorter and the durations of landslides also decrease. As the slope in experiments with the same level of groundwater discharge increases, the equilibrium time required to achieve landslide equilibrium gets shorter, the landsliding area in a specific time period gets larger and the total landsliding area also decreases.
机译:在地下水引起的滑坡中可以观察到逆行滑动。这种现象的主要诱因是下坡和底层土壤的流态化。此外,当地下水输入管周围区域的水含量超过29%时,也会在上层土层中发生下垂。在相同坡度的实验中,随着地下水流量的增加,实现滑坡平衡所需的平衡时间变短,滑坡的持续时间也减少。在具有相同地下水排放水平的实验中,随着坡度的增加,达到滑坡平衡所需的平衡时间变短,特定时间段的滑坡面积变大,总滑坡面积也减小。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号