摘要
定性分析了在弹塑体假定条件下,地下水水位对地基承载力在基底下塑性区开展深度范围内变化的影响程度,简述了地基承载力受地下水的影响程度与基底土层的粘聚力C、土的内摩擦角Ф及上部结构间的关系,并对实际工程的基础设计提出相应要求。
The text analysed the influence of subgrade bearing capacity when level of underground water change within the scope of foundation bottom below plasticity district, Expressed the relation between the influence degree and adhesive force（ C）, inner frictional angle（ Ф）, upper part structure. It also brought up relative requireruents to designer in engineering.
出处
《山西建筑》
2006年第9期76-77,共2页
Shanxi Architecture
关键词
地下水位
地基承载力
浅基础
土的粘聚力
内摩擦角
underground water level, subgrade beating capacity, simple foundation, adhesive force, inner frictional angle
