row piling造句
例句與造句
- Numerical analysis of working characteristics of double row piles
雙排樁圍護(hù)結(jié)構(gòu)工作特性數(shù)值分析 - Analysis of double - row piles in consideration of the pile - soil interaction
考慮樁土相互作用的雙排樁分析 - Analysis of the interval between double - row piles by finite element method
雙排樁支護(hù)排距的有限元分析與研究 - Finite element analysis of double - row piles in consideration of dimensional effect
雙排樁尺寸效應(yīng)的有限元分析 - Numerical simulation of deep foundation pit excavation with double - row piles
深基坑開(kāi)挖中雙排樁支護(hù)的的三維有限元模擬 - It's difficult to find row piling in a sentence. 用row piling造句挺難的
- Internal force measuring and analysis of double - row piles groin of qiantang river under the action of tidal surge
雙排樁丁壩在涌潮作用下的內(nèi)力測(cè)試和分析 - 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
該式考慮到了沉樁施工順序的影響，較各樁的簡(jiǎn)單疊加更符合工程實(shí)際情況，而且能夠簡(jiǎn)化為不考慮施工順序的靜壓群樁擠土位移場(chǎng)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
本文從復(fù)合地基具有群樁效應(yīng)現(xiàn)象入手，利用有限元來(lái)研究大面積復(fù)合地基、單排群樁復(fù)合地基、雙排群樁復(fù)合地基荷載試驗(yàn)的尺寸效應(yīng)問(wèn)題，并用現(xiàn)場(chǎng)荷載試驗(yàn)實(shí)例來(lái)驗(yàn)證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
本文總結(jié)了前人研究成果，構(gòu)筑大型室內(nèi)深基坑排樁支護(hù)試驗(yàn)?zāi)Ｐ停诰|(zhì)及層狀土層結(jié)構(gòu)地基上，設(shè)計(jì)了密排樁、疏排樁及無(wú)支護(hù)三種不同支護(hù)型式，采用模擬開(kāi)挖與坡頂均布加荷方式，進(jìn)行了模擬基坑開(kāi)挖和破壞性的兩個(gè)階段試驗(yàn)，對(duì)三種不同支護(hù)型式的土壓力與樁位移、土體應(yīng)力與變形、樁土共同作用及支護(hù)結(jié)構(gòu)失穩(wěn)破壞進(jìn)行系統(tǒng)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
模擬分析了近鄰建筑物在不同距離的條件下，懸臂支護(hù)、一層錨桿與排樁聯(lián)合支護(hù)、兩層錨桿與排樁聯(lián)合支護(hù)、三層錨桿與排樁聯(lián)合支護(hù)、土釘支護(hù)等幾種支護(hù)情況下的深基坑開(kāi)挖過(guò)程，對(duì)深基坑工程開(kāi)挖過(guò)程中近鄰建筑物的變形、支護(hù)結(jié)構(gòu)變形以及基坑外地層沉降的發(fā)展變化規(guī)律進(jìn)行了分析總結(jié)；對(duì)錨桿和土釘支護(hù)對(duì)建筑物變形的影響作了詳細(xì)地分析，找到了一些基坑開(kāi)挖過(guò)程中基坑支護(hù)結(jié)構(gòu)變形、周圍地層沉降、近臨建筑不均勻沉降及絕對(duì)沉降的發(fā)展變化規(guī)律，得到了一些對(duì)深基坑工程設(shè)計(jì)和施工有工程實(shí)際意義的結(jié)論。 - The domestic and abroad research about retaining structure with double - row piles is summarized , and its disadvantages are shown in this paper . two - dimensional nonlinear plane - strain fern analysis , which emphasizes the pile - soil interaction , is developed for portal water injection sheet piles with the software ansys
本文在總結(jié)國(guó)內(nèi)外對(duì)雙排樁支護(hù)結(jié)構(gòu)的研究現(xiàn)狀的基礎(chǔ)之上，結(jié)合通用有限元軟件ansys ，對(duì)門架式水力插板樁進(jìn)行了二維非線性平面應(yīng)變有限元分析，就其中的關(guān)鍵問(wèn)題? ?樁與土的共同作用進(jìn)行了研究。 - And these are verified by load test in site to validate the conclusion that the testing result on four piles area is closed to the result with the group piles effect in large area composite foundation and to determine the bearing capacity of composite foundation of single row piles and double rows piles , the result from single pile composite foundation is acceptable
得到確定大面積復(fù)合地基承載力的荷載試驗(yàn)中，一般測(cè)試4根樁所處理的面積，測(cè)得的承載力就能較好地接近在群樁效應(yīng)下的結(jié)果，而確定單排或雙排群樁復(fù)合地基的承載力，單樁或雙樁復(fù)合地基荷載試驗(yàn)的結(jié)果便行。 - Research has been carried on the mechanical computation model for the anti - sliding pile , including linearly elastic two - constant foundation model , elastic - plastic foundation model . the details of the finite element have been given and programmed . also , making use of the displacement model , the thesis has analyzed the interacting mechanism of the double - row pile
（ 4 ）對(duì)抗滑樁的力學(xué)計(jì)算模型進(jìn)行了研究，建立了包括彈性雙參數(shù)地基模型、彈塑性地基模型上抗滑樁計(jì)算的具體有限元計(jì)算格式，編制了程序；同時(shí)應(yīng)用建立的抗滑樁與坡體相互作用的位移模型，對(duì)雙排樁之間的相互作用進(jìn)行了初步分析。 - Abstract : in this paper ， the problems in collecting data of earth pressure are discussed on the basis of some real projects according to the author ， the present way ， in which earth pressure data are calculated completely from classics theory ， is not practical a nonlinear method of row pile design ， in which the cooperative action of ring beam are taken into account and the lateral pressure is calculated on the basis of the pressure of displacement earth are proposed
文摘:本文從實(shí)例著手,分析了在土壓力取值上存在的問(wèn)題,目前工程中完全按經(jīng)典理論進(jìn)行套算是不確切的;提出了排樁設(shè)計(jì)中應(yīng)定量考慮圈梁的協(xié)同作用,側(cè)壓力按位移土壓力進(jìn)行計(jì)算的非線形方法。