例句與造句

1. Modulus of resilience
   彈能模數(shù)
2. Modulus of resilience which represents stress - strain properties of the roadbed and material strength of the roadbed is a very major parameter in road surface designing
   回彈模量充分反映路基應(yīng)力應(yīng)變特性及路基力學(xué)強(qiáng)度和變形性，是路面設(shè)計中的一個關(guān)鍵參數(shù)。
3. Under the conditions of dry , optimum moisture content or half of optimum moisture content and three kind diameter of loading boards , the main factors relative to modulus of resilience are also studied through the test of modulus of resilience
   在干燥、最佳含水量、一半最佳含水量和三種不同直徑大小承載板情況下做回彈模量試驗，研究了影響回彈模量大小的主要因素。
4. On the basis of field investigation and a lot of tests , the paper detailed researches the engineering geology properties of xigeda filling material . the distinction of the modulus of resilience was analyzed , and the influence of the intrinsic factors including moisture content , dry density , mudstone content and the external factors including compaction mode , paving thickness were adequately discussed . based on the researching how various factors influence the road compaction effectiveness , the author studied the relationship between modulus of resilience and roadbed compaction quality index , connected the compactness with modulus , and listed the data of the modulus in the various compaction area
   基于此，本論文在大量現(xiàn)場調(diào)查、室內(nèi)外試驗資料基礎(chǔ)上，詳細(xì)研究了昔格達(dá)填料的工程地質(zhì)性質(zhì)；通過路基回彈模量特征的研究，充分闡述了含水量、干密度、泥巖含量等“內(nèi)因” ，及壓實方式、松鋪厚度等“外因”對路基模量值的影響；在分析眾多因素對路基壓實效果影響的基礎(chǔ)上，開展了回彈模量與路基壓實質(zhì)量指標(biāo)間關(guān)系的研究，進(jìn)而把現(xiàn)場壓實度與現(xiàn)場回彈模量有機(jī)的聯(lián)系起來，給定了不同壓實區(qū)間對應(yīng)的模量值。
5. To discuss farther the relation between compaction and deformability , moreover bring forward the reasonable method of roadbed compaction quality detection , the writer used the settlement data of the roadbed to validate father the correctness of the modulus value ; and demonstrated that it was not reasonable that the compactness is regarded as the only index representing compaction quality in the criterion , and demonstrated that the modulus of resilience is a credible index which represents compaction quality by contrasting the deformability of roadbed modes in the different compacted condition
   為了進(jìn)一步探討路基壓實與變形之間的關(guān)系，從而確定有效的路基壓實質(zhì)量檢測方法，論文以昔格達(dá)填料路堤沉降監(jiān)測資料為依據(jù)驗證了路基模量取值的正確性，通過不同壓實狀態(tài)下路基變形性的對比，論證了規(guī)范中僅以壓實度控制路基壓實質(zhì)量存在弊端，提出了路基填筑層模量是控制路基壓實質(zhì)量的可靠指標(biāo)。
6. It's difficult to find modulus of resilience in a sentence. 用modulus of resilience造句挺難的
7. In this paper , a series of surveys on road condition , pavement - performance and destroy reason are analyzed , soil property , hydrologic regime are combined , modulus of resilience are confirmed on heavy compaction test , foundation classification in area of qinhuangdao is divided into 3 grades and highway is divided into 3 districts according to the principle that different soil grades produce the same effect on thickness of base course or bottom course , classification of traffic is divided into 4 grades after observation materials of traffic volumes are collected extensively , traffic characters and parameters are analyzed
   本課題在對現(xiàn)有路面結(jié)構(gòu)狀況和使用狀況進(jìn)行調(diào)查，并對路面使用性能和破壞原因進(jìn)行分析的基礎(chǔ)上，結(jié)合秦皇島地區(qū)的土質(zhì)、水文條件，確定重型擊實標(biāo)準(zhǔn)條件下土基回彈模量值，依據(jù)不同等級土基對路面基層或底基層的厚度產(chǎn)生大致相同效應(yīng)的原則，將秦皇島地區(qū)地基強(qiáng)度等級劃分為三級并將本地區(qū)公路分成三個區(qū)。在廣泛收集交通量及組成的觀測資料，了解交通特性，進(jìn)行交通參數(shù)分析后將交通量等級劃分為四級。
8. In the highway blacktop design criterion ( tjt014 - 97 ) , four methods are recommended to the value of the modulus of resilience of the roadbed . however , the limitation of the methods induce disconnection between the designing modulus index and the compaction in the process of field construction
   盡管現(xiàn)行《公路瀝青路面設(shè)計規(guī)范》 ( tjt014 - 97 )中，推薦了4種不同方法確定路基回彈模量值，但是由于這些方法的局限性，導(dǎo)致路基設(shè)計回彈模量取值與現(xiàn)場施工壓實過程脫節(jié)。