A numerical simulation case study is used to demonstrate the drainage effects on underground tunnel, the groundwater table changes caused by surface water infiltration and anti-sliding piles Settings.
基于工程滑坡实例研究，利用数值模拟，揭示了滑坡治理工程中地下排水洞的排水效果，分析了地表水集中入渗和设置抗滑桩后地下水渗流场的变化特征。
Numerical simulation results give a good proof that using water curtain to storage LPG (Liquefied Petroleum Gas) in underground is safe.
通过数值模拟方法对地下水封储气洞库从理论上进行了分析探讨。
Numerical simulation results give a good proof that using water curtain to storage LPG (Liquefied Petroleum Gas) in underground is safe.
通过数值模拟方法对地下水封储气洞库从理论上进行了分析探讨。
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