摘要
在实现抗浮桩锚与梁板式筏形基础的变形相互协调的基础上,初步提出较为合理、适用的地基基础抗浮设计计算方法,可供工程技术人员参考。
Based on the mutual coordination of anti-floating pile anchor and the deformation of beam- plate raft foundation, a more reasonable and applicable calculation method of anti-floating foundation design is proposed for engineering and technical personnel.
出处
《建筑技术》
2018年第3期319-322,共4页
Architecture Technology
关键词
水浮力
抗浮桩
抗浮锚杆
变形协调
water buoyancy
anti-floating pile
anti-floating anchor
deformation compatibility
