The anti overturning stability of overhanging wall bulkhead has been analyzed under domestic and foreign different calculating modes of soil pressure.
对国内、国外两种不同土压力计算模式下悬扶壁式挡土墙的抗倾覆稳定性进行了分析。
Using anti-seepage curtain outside the deep foundation and dewatering between Super-deep foundation and curtain, not only diminish the soil pressure, but also help construction environment.
超深基坑工程中在降水区域外一定距离设置防渗帷幕，在支护结构与帷幕之间降水，不仅可以减少支护结构水土压力，还能够避免对环境的不利影响。
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