摘要
本文根据土体的摩尔库伦强度理论，提出了土体潜在滑移线理论，并将该理论用于确定地基承载力．该方法确定的地基承载力值与其它方法相比，更接近规范中的推荐值及实测值．
In this paper, a potential sliding curve theory is presented according to Mohr -coulomb strength theory, and ground bearing capacity is ascertained by means of the theory. The caculated shallow ground bearing capacity by this theory is nearer to the suggested value of codes and the experimental value than that of others.
出处
《长沙铁道学院学报》
EI
CSCD
1997年第2期95-99,共5页
Journal of Changsha Railway University
关键词
潜在滑移线理论
承载力
浅土地基
potential sliding curve theory, shallow ground bearing capacity
