瞬时荷载作用下地基计算理论方法的探讨

Discussion about The Theoretical Method of Foundation Calculation under The offecgt of Tninkling of Load

本文阐述了瞬时荷载以及工事地基岩土抗剪强度的提高 ,作用于地基的压力可用到弹塑性阶段 ,并进行了不同荷载作用时地基计算方法的探讨。

This article tells about tninking load and increase of fight cut intensify of engineering foundation rocd soil,When act on foundation the pressure can use in elastiaty stge,and carrying on the discussion about the method of foundation calculation under the effect of different load.