摘要
对于多层建筑物 ,在地基承载力强度满足设计要求 ,而持力层还较软弱 ,不能满足沉降变形要求时 ,设置刚性短桩复合地基 ,结合褥垫层技术 ,既提高了地基承载力 ,又控制了建筑物的沉降变形。通过设计探讨及施工实践 ,达到了预期的目的。
For multiple?story buildings, when bearing capacit y of ground meets de sign demands, while supporting course is too weak to meet demand of settlement d eformation, if we install rigidity short piles composite ground, combined with t ick course technology, we can not only improve bearing capacity of ground but al so control settlement deformation of buildings. We achieve expected purpose thro ugh design, exploration and constructional practice.
出处
《山西建筑》
2001年第4期41-42,共2页
Shanxi Architecture
关键词
刚性短桩
复合地桩
沉降变形
褥垫层
设计
rigidity short pile, composite ground, settl ement deformation, tick course