row piling中文是什么意思

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中文翻译
造句

排桩

row n. 〔口语〕吵嚷，吵架，争吵；谴责；打架； What ...
piling n. 1.打桩，打桩工程。 2.桩，桩基；桩材。
in a row 成一长行, 连续, 一连串; 连续，一连串; 连续不断地，接连; 连续的; 连续地; 排成一排（行）; 站成一排
row n. 1.(一)排，(一)行；一排(座位)；行列，横列。 2.(两旁或一旁有房屋的)路，街〔英国常用作某种行业占用的街道、地区〕。 3.【无线电】天线阵。 4.〔the R-〕〔英国〕＝Rotten R- 伦敦海德公园中的骑马道。 It doesn't amount to a row of beans. 〔美、俚〕这实在不算什么。 at the end of one's row 〔美国〕沦落不堪；万不得已。 have a hard [long] row to hoe 〔美国〕有麻烦事，有巨大任务。 hoe one's own row 〔美国〕做自己的事情，自扫门前雪。 in a row 成一排；连续，一连串。 in rows 排列着。 in the front row 在头排；〔美国〕胜人一等的，优秀的。 vt. 使成行，使成排 (up)。 vt. 1.划(船)，用…划，划运；摆渡。 2.划船去参加(竞渡等)；赛划。 Shall I row you to the shore 要我来把你划运到岸边吗？ The boat rows six oars. 小艇用六把桨划。 look one way and row another 〔俚语〕看东划西，声东击西。 row a fast stroke 拼命划。 row a race 竞渡，赛艇。 row bow [stroke, five] (in the boat) 担任(小艇)前桨手[整调手，五号划手]。 rowdown 划着赶上。 rowdry 不溅水地划；空划。 row in the eight 作八人小艇选手出场。 row in the Oxford boat 作牛津大学选手去赛艇。 row in the same boat 同划小船；同干一工作，有同一处境，抱同样见解；风雨同舟。 row out 使划累。 row over 划赢。 row 30 to the minute 一分钟划三十次。 row up Salt River 〔美国〕使反对党失败。 row wet 水花四溅地划。 vi. 1.划船，荡桨，摇橹。 2.参加竞渡[赛艇]；赛划。 n. 划，一划，划船，划船旅行；划程。 n. 〔口语〕吵嚷，吵架，争吵；谴责；打架； What is the row？吵嚷些什么？怎么啦？ We've had awful rows now and then. 我们常常争吵的很厉害。 get into a row 挨骂，被斥责。 have a row with 和…争吵。 Hold your row! 〔口语〕住口! 别吵! kick up a row＝make a row 起哄，吵闹；抗议。 make a row about 因…谴责。 pick a row with 和…争吵。 vt. 〔口语〕责骂，申斥，责备。 row sb. up 〔美国〕责备某人。 vi. 〔口语〕争吵，吵闹。
to row 划船
row by row 一排一排
row 1, row …row 二十排
row row row the boat 划、划、划小船
ballast piling 弃碴
batter piling 打斜桩；斜排桩; 斜排桩
bored piling 螺旋桩
bulk piling 散(装容)积。
close piling 密堆法, 实堆法
cofferdam piling 围堰板桩
compaction piling 打桩压实
concrete piling 混凝土排桩; 混凝土桩
conductor-piling 导管内打桩
convex piling 凸形堆积
cross piling 交叉堆垛; 交叉垛放
edge piling 侧堆法
flat piling 平堆, 平堆法; 平堆叠
ink piling 堆墨; 增墨
jet piling 冲射法打桩
jetting piling 射水打椿法; 射水打桩法; 水冲沉桩
land piling 土地打桩

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例句与用法

Numerical analysis of working characteristics of double row piles
双排桩围护结构工作特性数值分析
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
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
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
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
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
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。
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。
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。
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。