摘要
在复合桩基的基础上提出了塑性支承桩———卸荷减沉桩的概念 ,并给出了其沉降量计算的方法及工程应用的基本原则 ,工程实践验证了塑性桩概念的正确性和差异沉降控制的可能性 。
Based on the theory of composite pile foundation, the concept of plastically bearing pile is established. The methods of settlement calculation and the principles of application are presented. The engineering practice has fully verified the feasibility and prospect of this concept in practical application. In the end, the optimization of structure-foundation-soil interaction is discussed and prospected in practical application.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2001年第3期273-278,共6页
Chinese Journal of Geotechnical Engineering
关键词
塑性支承桩
卸荷减沉桩
复合桩基
差异沉降控制
plastically bearing pile
unloading and settlement reducing pile
composite pile foundation
interactive between soil and structure
differental settlement control
