摘要
简述了墩基础的特点 ,根据基础破坏时土体的极限平衡理论 。
Characteristics of pier foundation are stated. According to limit equilibrium theory of subgrade failure, working mechanism on pier foundation as well as calculating method of bearing capacity are discussed.
出处
《土工基础》
2004年第2期49-50,共2页
Soil Engineering and Foundation
