摘要
结合昆明市安宁地区某工程的地质条件,提出将岩石饱和单轴抗压强度作为混合基础地基承载力的统一计算依据,并通过数值分析模型,进行了混合基础静载试验,得出了一些有价值的结论。
mCombining with the geological conditions for some project in Anning area of Kunming,the paper points out the rock saturated uniaxial compression strength can be taken as the unified calculation reference for the ground bearing capacity of the mixed foundation,undertakes the static loading experiment of the mixed foundation by the numeric analysis model,and achieves some conclusions.
出处
《山西建筑》
2017年第5期90-92,共3页
Shanxi Architecture
关键词
混合基础
地基承载力
岩体材料
静载试验
mixed foundation
foundation loading capacity
rock material
static loading experiment
