摘要
针对土石坝渗流稳定计算的几种工况进行了理论分析,得出了各种工况下影响边坡稳定的因素及渗透水流对边坡稳定的影响。通过工程实例的边坡稳定计算对理论分析结果进行了验证,得出了一些实用性的结论,对类似工程的设计可提供一些借鉴。
Several conditions for the calculation of the stability of earth rock dam seepage is analyzed in theory.The slope stability influence factors and seepage influence on slope stability are obtained under various operating conditions.Through obtained engineering example calculation results of the slope stability the theoretical analysis is validated,drawing some useful conclusions,which can provide some reference for similar engineering design.
出处
《黑龙江水利科技》
2015年第2期27-28,共2页
Heilongjiang Hydraulic Science and Technology
关键词
渗流
坝坡稳定
无黏性土
黏性土
水位骤降
seepage
slope stability
cohesionless soil
clay
rapid drawdown
