摘要
软土地基处理恰当与否,关系到整个工程质量、投资和进度,其重要性已越来越多地被人们所认识。通过开展一次性免堆载预压技术研究,根据排水固结原理及桩体自身抗拔力,用三维固结筒实现饱和软土无外来荷载条件下的一次性快速排水固结,提高地基土抗剪强度、降低压缩性、改善透水性及动力特征。
Soft ground treatment affects the quality, investment and progress of the whole project, and its importance has been recognized by more and more people. Based on the principle of three-dimensional drainage consolidation and the pull-out force of the pile itself, the 3-D consolidated cylinder was used for once-for-all rapid drainage consolidation of saturated soft ground without external load, improving the shear strength, compression behavior, water permeability and dynamic characteristics of ground.
作者
冯士广
纪燕祥
尹春播
丁宁宁
赵志杰
孙宇佳
何若梅
戚霁
侯永革
邸凯强
FENG Shiguang;JI Yanxiang;YIN Chunbo;DING Ningning;ZHAO ZhiJie;SUN Yujia;HE Ruomei;QI Ji;HOU Yongge;DI Kaiqiang(The Second Geological Team of Hebei Bureau of Geology and Mineral Resources, Tangshan Hebei 063000, China)
出处
《探矿工程(岩土钻掘工程)》
2019年第5期72-77,共6页
Exploration Engineering:Rock & Soil Drilling and Tunneling
关键词
排水固结
桩体反力
一次性免堆载预压
三维固结筒
软土地基
drainage consolidation
pile reaction force
once-for-all surcharge-free preloading
3-D consolidating cylinder
soft ground