摘要
本文介绍了工程建筑物基础和多年冻土地基整体的相似模型试验。试验结果与实体取得良好的一致。从动态过程肯定了持力层为含土冰层时,冻土允许承载力Rf的可靠性。同时,明确了可依据冻土层年平均地温T(cp)=-2.5℃时,持力层(平均)地温T=-0.5℃,允许承载力Rf=0.1MPa,只能建一层平房。当T(cp)=-4.0℃时,T=-10──1.2℃,Rf=0.15-0.17MPa,可有条件地建二层楼房。
The paper presents an integral similar modeling test of a building with permafrost base.The tested results are in good agreement with the real. By simulating the dynamic process of a building in laboratory, we give a further evidence that the allowable bearing capacity of frozen soil R_f is reliable, when the confined layer is the ice layer with soil, in the same time,we can assure that, when the mean annual ground temperature of frozen soil T_(cp)=-2.5℃, the mean ground temperature of the confined layer can be taken as T=-0.5℃, and the allowable bearing capacity R_f=0. 1MPa, thus only single-storey house can be built, when T_(cp)=-4.0℃,T=-1.0--1.2℃, R_f=0.15-0. 17MPa, under certain conditions, two storey house can be built.
出处
《冰川冻土》
CSCD
北大核心
1995年第2期164-169,共6页
Journal of Glaciology and Geocryology