laboratory model test中文什么意思

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用"laboratory model test"造句

模擬試驗(yàn)

laboratory: n. 1.實(shí)驗(yàn)室，化驗(yàn)室，研究室。 2.爐房。 3.化學(xué) ...
model: n. 1.模型，雛型；原型；設(shè)計(jì)圖；模范；(畫家、雕刻家 ...
test: n. 【動物；動物學(xué)】(軟體類的)介殼，甲殼；【植物；植 ...
laboratory model: 實(shí)驗(yàn)室模型
laboratory test: 檢驗(yàn)，化驗(yàn); 實(shí)驗(yàn)室測試; 實(shí)驗(yàn)室試驗(yàn); 實(shí)驗(yàn)室信號插座箱; 實(shí)驗(yàn)試驗(yàn); 室內(nèi)實(shí)驗(yàn); 室內(nèi)試驗(yàn); 試驗(yàn)室試驗(yàn)

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例句與用法

There are two parts in this paper . the first part studies the deformation behavior of soft soil under embankment by laboratory model test . in the tests , we mainly considered a few factors , such as depth of soft soil , the magnitude and rate of loading , and its slope angle etc , which effected on the deformation of soft - soil foundation
本文分為兩個部分，第一部分是通過室內(nèi)模型試驗(yàn)對路堤下軟土地基的變形特性進(jìn)行了再認(rèn)識，在試驗(yàn)中考慮了軟土層的厚度、荷載大小和加荷速率以及軟土層的傾斜等幾個因素對軟土地基的側(cè)向變形和豎向變形的影響。
But due to time limit and fund factor of foundation pit project and because test condition is hard to control , and due to test needs much fund and takes effect slowly , field in - situ test that is important to information design and construction is difficult to do . as effective research means , laboratory model test is used due to the following reasons : low cost , short test period , easy to do , test parameter flexible selected and easily to control
但目前由子基坑工程工期、資金等諸多因素的限制，對信息化設(shè)計(jì)與施工有重要作用的現(xiàn)場原型試驗(yàn)因試驗(yàn)條件不易控制、投資大且見效慢而難以實(shí)施。室內(nèi)模型試驗(yàn)因成本低、試驗(yàn)周期短、難度小、參數(shù)選擇具有可控性和靈活性等優(yōu)點(diǎn)被作為有效的研究手段。
Secondly , a study of one kind of composite soil nailing , that is , a combination of soil nails with waterproof cement - soil mixing pile wall , was carried out by laboratory model test , the retaining structures were modeled according to a similarity rule that geometric length of the structure is in inverse proportion to deformation duration of the structure and the staged excavation and retaining was carried out during experiment to simulate actual construction procedures in situ
其次，通過模型試驗(yàn)研究了土釘與水泥土樁聯(lián)合支護(hù)型式的變形、破壞形態(tài)以及作用原理。試驗(yàn)?zāi)Ｐ拖錇闊o蓋六面箱體，內(nèi)空凈尺寸長寬高為3 . 4m 1 . 0m 2 . 0m ，試驗(yàn)填料為重塑土，土釘采用硬質(zhì)鋁管。
Corresponding exploited computing procedures are introduced in this paper . furthermore , significant conclusions that can be applicable in practice are also summarized , after contrasting the datum from engineering instances and laboratory model tests , statistically analyzing the differences between dissimilar distributions of pile rigidity , different variance coefficients and various relativity , and probing into manifold factors determining the internal force distribution of pile capping beam and correlative principles
最后，本文結(jié)合工程實(shí)例及模型試驗(yàn)結(jié)果，對幾種地基土模型進(jìn)行了比較計(jì)算，并對不同基樁剛度分布、不同變異系數(shù)，以及不同相關(guān)性等進(jìn)行了大量的統(tǒng)計(jì)分析，對影響承臺梁內(nèi)力的各種影響因素及其規(guī)律進(jìn)行了探討，得出了一些可用于指導(dǎo)工程實(shí)踐的重要結(jié)論。

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laboratory model test中文什么意思

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