The Influence of Groundwater Level Rise on Bearing Capacity of Sand Foundation

Abstract

Abstract Along with the development of city construction, the underground space is exploited widely. This paper simulated the natural basement in sandy foundation by the way of laboratory test. Then through the SLT test we will get the change laws of bearing capacity, porewater pressure, effective stress and settlement in sandy foundation after analyzing change of underground water level. These may provide reference for the engineering application.