摘要
针对海相软基处理,本文提出排水板、砂井结合堆载预压的加固方法,并对沉降特性、超孔隙水压力以及地基水平位移等情况进行探讨,其结果说明该方法对海相软基加固有着良好效果,是能够降低场地的施工工期与工后沉降,因此需要对其进行不断探讨。
Aiming at the treatment of marine soft foundations,this paper proposes a reinforcement method of drainage slabs and sand wells combined with preloading preloading,and discusses settlement characteristics,excess pore water pressure,and horizontal foundation displacement.The results show that this method is eff ective for the sea.Phase soft foundation reinforcement has a good eff ect,which can reduce the construction period and post-construction settlement of the site,so it needs to be continuously discussed.
作者
苏思略
SU Silue(Guangdong Basic Engineering Group Co.,Ltd.,Guangzhou Guangdong 510620)
出处
《智能建筑与工程机械》
2021年第10期6-8,共3页
Intelligent Building and Construction Machinery
关键词
排水板
砂井
堆载预压
加固处理
海相软基
drainage board
sand well
preloading
reinforcement treatment
marine soft foundation