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。
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.
出处
《中南工业大学学报》
CSCD
1995年第4期561-564,共4页
Journal of Central South University of Technology(Natural Science)
关键词
变形模量
各向同性
中厚度
链杆法
地基
梁
modulus of deformation
transverse isotropy
middle thickness
