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1)  interlayer construction
隔层施工
2)  anti-earthquake construction
隔震施工
3)  construction separate dike
施工隔堤
1.
Based on the in-situ observation upon the construction separate dike of deposit fields in port,the deformation of dike(lateral displacement and vertical settlement) and the stress transformation of ground soil( accumulation and dissipation of pore pressure) in the process of the land formation and dike construction are studied.
通过对港口堆场的施工隔堤进行现场监测,了解港口陆域吹填与隔堤填筑施工过程中堤身的变形(包括侧向位移与垂直沉降)以及地基土的应力变化(孔隙水压力的增长与消散)情况,掌握土体固结程度和地基变形规律,为控制陆域吹填和隔堤填筑的施工速度提供依据,确保软土地基施工隔堤的稳定。
4)  construction of central division wall
中隔墙施工
5)  alternate bay construction
隔仓施工法
6)  artificial barrier
人工隔层
1.
Firstly,stress distribution is obtained,which is induced by artificial barrier with certain thickness and stress strength(graduate) formed by buoyant/setting additive.
假定浮式、沉式控缝剂在裂缝端部分别形成具有一定厚度和应力强度(梯度)的人工隔层获得了裂缝剖面上的应力分布。
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