Analysis of the Crevices for the Business Building of Jinhuabei Boad Post office in Xi'an
J iao Wuyi
Presented in this paper are computed compressive and slumping deformation in the foundation soils of the business building, as well as differential settle ment and local inclination due to them. The Chord-modulus is made use of the computation. It has Proved that the computed results are in good agreement with the actual crevice condition. It seems to be the first time to analyse the project accident on the computation of slumping settlements which considers the actual water content of subsoils, owing to the inundation of construction site to be 30.00%.