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edge of foundation
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  “edge of foundation”译为未确定词的双语例句
     Application of Combined-Bracing Techniques in controlling the fielda deformation at the edge of Foundation Pit
     复合支护技术在控制基坑周边场地变形中的应用
短句来源
     This paper,combining with engineering practice case,describes the application of Combined-Bracing Techniques in controlling the fielda deformation at the edge of Foundation Pit,from the issues of analysis and choice of design,quality control during construction process,settlement and lateral displacement. It provides great experience for bracing design and construction in similar foundation pits.
     本文结合工程实例,从设计方案的分析选择、施工过程中的质量控制、沉降及水平位移的监控等方面介绍了复合支护技术在控制基坑周边场地的变形中的应用,为类似基坑工程的支护设计与施工提供借鉴经验。
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  相似匹配句对
     Edge
     边缘
短句来源
     From the Center to the Edge
     从“中心”走向“边缘”——论王蒙文学观念的转变
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     ON THE EDGE OF ART
     在艺术的边缘玩艺术
短句来源
     On the Edge of Unemployment
     飘在失业的边缘
短句来源
     It is the foundation of news.
     它是新闻存在的根据。
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Mindlins solution for surface displacement due to a horizontal point load at a depth is integrated to calculate the vertical displacement of reinforced foundation. The effects on settlement of length and depth of reinforcement are investigated. It is shown that more pronounced settlement reductions result at the edges of foundation and the best reduction effect is achieved when the reinforcement has a length of 1.0 to 2.0 times the width of foundation. It is suggested that the first layer be...

Mindlins solution for surface displacement due to a horizontal point load at a depth is integrated to calculate the vertical displacement of reinforced foundation. The effects on settlement of length and depth of reinforcement are investigated. It is shown that more pronounced settlement reductions result at the edges of foundation and the best reduction effect is achieved when the reinforcement has a length of 1.0 to 2.0 times the width of foundation. It is suggested that the first layer be located at a depth less than 0.25 times the width of foundation and the rest at a depth less than 1.0 times the width of the foundation. The results are believed to be useful in estimating settlement reductions of foundation due to reinforcement.

运用在半无限体内某一深度作用一水平集中力,体内任一点的竖向位移公式(Mindlin解),推导出加筋地基基础中心及端部的竖向位移公式,讨论加筋长度、加筋深度对加筋地基沉降的影响。计算结果表明加筋对基础端部沉降的减小效应较中心明显,加筋长度在一定范围时,加筋减小沉降的效果最好。建议第一层加筋深度不大于0.25b(b为基础宽度),以下各层加筋深度不大于1.0b,加筋长度取1.0~2.0b。给出的加筋参数与地基沉降的关系图表可为加筋工程的设计施工提供参考。

Prestressed anchor and pressed bored pile were a dopted for groud which be made of pebble-sand in a deeply foundation pit suppor t, especial for importance building at the edge of foundation pit. A design meth od of undisplacement was used for contraling displacement of foundation pit. Man -dig-hole pile for pebble-sand ground layer, tubular drill for anchor-hole, it guaranteed success of deeply foundation pit support.

在以砂卵石地层为主,且坑侧地面超载很大的深基坑中,采用护坡桩、预应力锚杆、压力注浆等施工工艺在支护工程中的综合应用,尤其在坑侧有重要建筑、护坡桩成孔困难的情况下,采用刚性支点法的设计思路对护坡桩的侧向变形加以控制,针对砂卵石层机械难以成孔的情况,护坡桩采用人工挖孔的方法成孔,预应力锚孔采用跟管水冲钻机成孔,保证了基坑支护系统的安全性、可靠性和经济性,并取得成功。本文概述了以上施工方法的设计、主要技术措施及几点重要的结论。

This paper,combining with engineering practice case,describes the application of Combined-Bracing Techniques in controlling the fielda deformation at the edge of Foundation Pit,from the issues of analysis and choice of design,quality control during construction process,settlement and lateral displacement.It provides great experience for bracing design and construction in similar foundation pits.

本文结合工程实例,从设计方案的分析选择、施工过程中的质量控制、沉降及水平位移的监控等方面介绍了复合支护技术在控制基坑周边场地的变形中的应用,为类似基坑工程的支护设计与施工提供借鉴经验。

 
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