中厚度横观各向同性土层上的基础梁
来源期刊：中南大学学报(自然科学版)1995年第4期
论文作者：李克敌
文章页码：561 - 564
关键词：变形模量; 横观各向同性; 中厚度; 链杆法
Key words：modulus of deformation; transverse isotropy; middle thickness
摘 要：得出了中厚度横观各向同性上层地表受匀布单位力作用的沉降计算式、几种层厚及变形模量的沉降系数;用链杆法计算了例题,得出地基两向变形模量的不同对梁内力有一定影响。
Abstract: The formula of the settlement of the transverse isotropic soil layer with middie thicknesswhich is loaded by uniform unit force at its surface has been obtained.The coefficients ofsettlement Fki of various situations have been given and the examples have been calculatedand analysed.
