摘要
对20个试件进行模拟试验,初步探讨软土地基上叉桩桩帽在恒载、最大活载、水平荷载和土压力作用下的受力机理和破坏形态,并提出在软土地基上叉桩桩帽的设计建议。
This paper describes the simulated tests made on 20 testing members, and gives an introductory inquiry into the bearing mechanism and failure status of forked-pile caps afected with the constant load, max. live load, horizontal load and earth pressure on a soft foundation. In addition, it makes some recommendations on the engineering design of the forked-pile caps to be applicable to the soft foundation.
出处
《港工技术》
1993年第1期54-58,共5页
Port Engineering Technology
关键词
钢筋混凝土
叉桩
桩帽
裂缝
reinforced concrete forked-pile, pile cap, crack in a pile
