The relationship between water content in soil, shallow foundation loading capacity and the affecting factors is discussed.
并探讨了土体含水量和浅层地基承载力和这些影响因素之间的相互关系。
Residual soil on granite is one of symmict soils, with its specific characteristics which results in a particular foundation loading capacity.
花岗岩残积土是一种特殊性土体，是混粒土的一种特殊类型，从而导致浅层地基承载力也具有特殊性。
The results indicate that the upper-bound solution of strip footing due to combined loading is accurate to calculate the bearing capacity of foundation perfectly.
结果表明，推导的条形基础上限解能够很好地求解复合加载模式下地基的极限承载力。
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