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Home > english-chinese > "row piling" in Chinese

Chinese translation for "row piling"

排桩

Related Translations:
row row row you boat:  划船歌
orthogonal rows:  正交排行
first row:  第一排
row operation:  行运算
row factor:  行因素
rowing regatta:  划艇比赛
low row:  低摆低拉力
row piece:  行片断
row format:  行格式行合并程序
row order:  行序
Example Sentences:
1.Numerical analysis of working characteristics of double row piles
双排桩围护结构工作特性数值分析
2.Analysis of double - row piles in consideration of the pile - soil interaction
考虑桩土相互作用的双排桩分析
3.Analysis of the interval between double - row piles by finite element method
双排桩支护排距的有限元分析与研究
4.Finite element analysis of double - row piles in consideration of dimensional effect
双排桩尺寸效应的有限元分析
5.Numerical simulation of deep foundation pit excavation with double - row piles
深基坑开挖中双排桩支护的的三维有限元模拟
6.Internal force measuring and analysis of double - row piles groin of qiantang river under the action of tidal surge
双排桩丁坝在涌潮作用下的内力测试和分析
7.The expressions of displacement fields of dorsal and frontal surface for two piles , row piles and group piles are derived . the solution taking into consideration the effect of construction sequence of jacked pile accords with the actual engineering
该式考虑到了沉桩施工顺序的影响,较各桩的简单叠加更符合工程实际情况,而且能够简化为不考虑施工顺序的静压群桩挤土位移场的解答。
8.Starting from the effect of group piles in the composite foundation , the size effect in the load test of large area composite foundation , composite foundation of single row piles and composite foundation of double rows piles are researched through fem analysis
本文从复合地基具有群桩效应现象入手,利用有限元来研究大面积复合地基、单排群桩复合地基、双排群桩复合地基荷载试验的尺寸效应问题,并用现场荷载试验实例来验证本文分析方法的可行性。
9.In the paper , other research results are summarized , and a big test model indoor of row pile retaining and protecting deep foundation pit is designed . for homogeneous soil or samdwich soil structure three different retaining and protecting kinds : dense pile , thin pile and without pile are designed , using excavation simulation and loading on the top of slope , the model test is divided into two stages : foundation pit excavation simulation stage and destroy test stage . in this paper , for three different retaining and protecting kinds , the relation between soil pressure and displacement of piles , the relation between soil stress and strain , interaction of pile and soil and retaining and protecting loss - stability destroy are systemic studied
本文总结了前人研究成果,构筑大型室内深基坑排桩支护试验模型,在均质及层状土层结构地基上,设计了密排桩、疏排桩及无支护三种不同支护型式,采用模拟开挖与坡顶均布加荷方式,进行了模拟基坑开挖和破坏性的两个阶段试验,对三种不同支护型式的土压力与桩位移、土体应力与变形、桩土共同作用及支护结构失稳破坏进行系统研究。
10.Numerical simulation is carried under different conditions , including ( a ) the different distance between deep foundation excavations and the adjacent structures ; ( b ) different supports are used , such as cantilever piles , row piles with one - layer grouted soil anchor , row piles with two - layer grouted soil anchor , row piles with three - layer grouted soil anchor and soil nailings etc . this paper reveal the law of adjacent structures and bracing structures displacements and surrounding soil settlements . anchor and soil nailing ' s impact on the displacements of adjacent structures is analyzed then . further more , we find the law of displacements of bracing structures , surrounding soil settlements , differential settlement and absolute settlements of adjacent structures that may appear in the process of excavation by steps
模拟分析了近邻建筑物在不同距离的条件下,悬臂支护、一层锚杆与排桩联合支护、两层锚杆与排桩联合支护、三层锚杆与排桩联合支护、土钉支护等几种支护情况下的深基坑开挖过程,对深基坑工程开挖过程中近邻建筑物的变形、支护结构变形以及基坑外地层沉降的发展变化规律进行了分析总结;对锚杆和土钉支护对建筑物变形的影响作了详细地分析,找到了一些基坑开挖过程中基坑支护结构变形、周围地层沉降、近临建筑不均匀沉降及绝对沉降的发展变化规律,得到了一些对深基坑工程设计和施工有工程实际意义的结论。
Similar Words:
"row oscillation coil" Chinese translation, "row out" Chinese translation, "row over" Chinese translation, "row per inch" Chinese translation, "row piece" Chinese translation, "row pitch" Chinese translation, "row planter" Chinese translation, "row planting" Chinese translation, "row plot" Chinese translation, "row plow" Chinese translation