【摘要】 通过引入文[1]提出的广义朗肯土压力计算公式,本文针对非饱和土主动(被动)土压力计算问题提出了工程应用方法,能够把非饱和土土压力理论应用于实际工程。该方法可以推广到非饱和土地基承载力、边坡稳定等其他领域,从而为非饱和土土力学理论应用于工程实践提供了一个新的思路。更多还原

【Abstract】 By using the generalized Rankine theory\, the active and passive earth pressures of unsaturated soils are assessed. A new implementation method is developed and recommended, which can put the generalized Rankine theory into practice in engineering. The method can also be applied in solving other related problems in unsaturated soil mechanics, such as the bearing capacity of foundation, slope stability, etc. It will eventually provide a different way for use of the unsaturated soil mechanics in engineering.更多还原