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1)  ground reinforcement in passive zone
被动区加固
1.
In this paper the research of the ground reinforcement in passive zone applied in the soft clay excavation was presented.
被动区加固技术在软土基坑开挖中的应用作了研究 ,介绍了考虑被动区加固的水泥土挡墙水平位移的几种计算方法 ,对其中的刚性桩法作了修正 ;按加固布置形式和加固比Ir 的不同 ,将被动区加固的作用应用于挡土墙水平位移的计算中 ,并运用这些成果对两个工程实例进行计算分析。
2)  passive strengthening zone
被动加固区
1.
The paper using FEM firstly analyses some factors which affect the maximum ground settlement during the excavation in soft soil; and then analyses the influence of the variable width and depth of passive strengthening zone on the deformation of retaining wall, and some valuable conclusions are drawn.
本文用有限元法首先就软土地基基坑开挖过程中,影响周围地表最大沉降量的几个因素进行了系统的分析;接着还分析了基坑被动加固区的深度和宽度变化对基坑变形的影响,得到了一些有实用价值的结论,供工程实践参考。
3)  block passive reinforcing
块状被动区加固
1.
According to the property and difficulty of a softclay pit in dense buildings region,the scheme of block passive reinforcing plus cement mixing pile or block passive reinforcing plus bored pile is put forward and applied.
针对建筑密集区某软土基坑的支护特点和难点,采用块状被动区加固+水泥搅拌桩挡墙或冲(钻)孔灌注桩组合支护技术,较好控制了支护结构的侧向变形和周围地面沉降,避免对周边环境产生不利影响,并取得了良好效果,可为类似工程的基坑支护设计和施工提供参考。
4)  reinforcing soil in the passive area
被动区土体加固
5)  passive reinforcement
被动加固
1.
Analysis of characteristics of retrogressive landslide and comparison between active and passive reinforcements;
牵引式滑坡特征及主被动加固比较分析
6)  cement-soil reinforcement in passive zone
水泥土被动区加固
补充资料:边坡预应力锚索加固


边坡预应力锚索加固


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