摘要
结合弹性理论平面问题中均布条形荷载和空间问题中均布轴对称荷载作用下附加应力解 ,建立了计入不同泊松比值的地基承载力理论计算公式 .利用数值结果讨论了平面和空间问题地基承载力公式的泊松比效应及涉及参数的工程意义 .
With the help of the additional stress solutions of elastic theory under the action of uniform strip loads and axisymmetric loads,these formulae including different Poisson's ratio are presented for calculating the bearing capacity of soil?By numerical results obtained,the effects of Poisson's ratio and the practical meanings of parameters are investigated
出处
《湖南大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2001年第5期80-85,共6页
Journal of Hunan University:Natural Sciences
