With respect to the anti-slide resistance measures of embankment on soft clay ground, loading berm method and decrease the slope of the embankment are compared using plastic flow theory.
针对软基堤坝的抗滑稳定措施，应用塑流理论分析、比较了反压平台和放缓边坡的稳定效果。
With respect to the anti-slide resistance measures of embankment on soft clay ground, loading berm method and decrease the slope of the embankment are compared using plastic flow theory.
针对软基堤坝的抗滑稳定措施，应用塑流理论分析、比较了反压平台和放缓边坡的稳定效果。
应用推荐