surface settlement造句
例句與造句
- The increase of vacuum energy can not accelerate the surface settlement when the flow is small
在出水量已較少的情況下，增加真空能量并不能加快地表的沉降速率。 - Meanwhile , a mathematics model is set up between the level displacement and the ground surface settlement , which can reduce the workload of pits survey
同時(shí),建立了水平位移與周邊沉降之間的一個(gè)數(shù)學(xué)模型,通過模型能夠減少基坑監(jiān)測工作量。 - That means that we take maximum settlement value as an objective value , that is , to control surface settlement is to control pipeline deformation
研究思路是：首先要搞清楚地表沉降的規(guī)律以及地表最大沉降值的計(jì)算方法：然后研究地表最大沉降值w 。 - Using this curve , the surface settlement can be calculated through the lateral wall deflection , which can be gotten by elastic reactance method
按照地層損失法思路，本文推導(dǎo)了由圍護(hù)墻側(cè)向變形值（可由桿系有限元法解得）求解基坑墻后地表沉降的實(shí)用公式。 - Abstract it ' s a valuable problem in foundation pit of soft soil to study its lateral wall deflection and the surface settlement behind the retain wall
軟土基坑變形是一個(gè)很有價(jià)值的研究課題。本文簡單介紹了這方面的研究現(xiàn)狀和工程中急需科研指導(dǎo)的主要問題。 - It's difficult to find surface settlement in a sentence. 用surface settlement造句挺難的
- Besides them , the results also indicate that the surface settlements of soil behind retaining structures are related to the deformations of retaining structures
同時(shí)，圍護(hù)結(jié)構(gòu)變形掃掠過的體積和墻后土體下沉量具有某種相關(guān)性，掃掠過的體積越大，墻后土體下沉的體積也越大。 - The results shown that the total surface settlements and the deformation of the downlink tunnel are closely relate with the relative position of the tunnels
研究表明，疊交隧道共同影響下的地面沉降及后推進(jìn)隧道盾構(gòu)施工引起先建隧道襯砌的位移和變形與隧道間的相對(duì)位置密切相關(guān)。 - After analyzing a serial of samples by fem , studying their calculated and practical data , this article gives a typical distribution curve of the surface settlement behind the retain wall
本文應(yīng)用有限元法分析了一系列軟土基坑工程典型實(shí)例，根據(jù)計(jì)算結(jié)果和實(shí)測值提出了軟土基坑墻后地表沉降的概化分布曲線。 - Too much ground surface settlements and soil movement caused by shield tunneling can lead to pipelines and buildings around tunnel being damaged , economy expense and society blight
但是,由于盾構(gòu)施工容易引起地面沉降和變形,當(dāng)?shù)乇沓两颠^大時(shí)可能危及周圍建筑物和地下管線等建(構(gòu))筑物的安全,造成嚴(yán)重的經(jīng)濟(jì)損失和社會(huì)影響。 - ( 6 ) the ratio of the maximum value of the ground surface settlement and the horizontal displacement of the retaining structure has been found to be constant in the condition of an universal clay soil , steel bracing , seepage force etc
總結(jié)出土質(zhì)為一般粘性土，鋼支撐支護(hù)體系，考慮滲流作用的條件下最大沉降量與最大水平位移的比值。 - The results indicate that the lower the deformations of retaining structures develop , the larger the surface settlement of soil caused by it extents , and the farther the location of the maximum settlements is away from retaining structures
經(jīng)分析發(fā)現(xiàn)，圍護(hù)結(jié)構(gòu)變形越向下發(fā)展，引起的墻后土體沉降范圍越大，沉降最大值的位置也越向遠(yuǎn)離墻體的方向移動(dòng)，而沉降曲線呈越來越平緩的趨勢。 - The monitoring result proved that although the surface settlement velocity was rather great during the initial phase of enrockment , the foundation still maintained firm based on the integrated analysis of lateral displacement , lamination settlement and pore water pressure measurement
監(jiān)測結(jié)果表明：盡管拋石初期地表沉降速率很大，但綜合測斜、分層沉降、孔隙水壓力觀測結(jié)果分析，地基依然保持穩(wěn)定。 - This topic makes attempt to make spatial relationship between tunnel construction and pipeline through surface settlement to control pipeline deformation indirectly , that is , surface deformation value is deducted reverse by allowable deformat ion value
即根據(jù)管線的允許變形值來反推出地表允許的變形值。本課題在這方面做了一些嘗試。即：確定地表最大沉降值whx作為目標(biāo)控制值，即通過控制地表沉降來控制管線的變形。 - Tunnel construction technology with shield driven method is being widely used in building metro engineering because of its ’ unique characteristics and advantages such as intelligence , safety and quickness , etc . however , it is inevitably caused ground surface settlements and soil distortion
盾構(gòu)法已經(jīng)成為我國地鐵工程中一種重要的施工方法。盾構(gòu)法隧道以其獨(dú)有的智能化、安全、快捷等特點(diǎn)和優(yōu)勢,在地下工程中得到廣泛的推廣和應(yīng)用。 - This paper presents the results of the 3 - d nonlinear finite element analysis of the long distance overlapped shield tunneling process , in eluding the total surface settlements and the deformation of the downlink tunnel caused by the construction of the uplink tunnel
摘要采用三維非線性有限元對(duì)相鄰長距離疊交隧道盾構(gòu)施工的整個(gè)過程進(jìn)行了模擬，研究了疊交隧道共同影響下的地面沉降規(guī)律及長距離疊交情況下后推進(jìn)隧道盾構(gòu)施工引起先建隧道的位移情況。
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