例句與造句

1. A pilot study on gamda dam site engineering geological condition
   安達(dá)壩址工程地質(zhì)條件的初步研究
2. Discussion on highway engineering geological conditions and problems in yunfu area
   云浮地區(qū)公路工程地質(zhì)條件及問題的探討
3. Investigation and analysis of engineering geological condition in xincheng gold mine
   新城金礦深部節(jié)理裂隙調(diào)查及巖體質(zhì)量分級評價研究
4. Evaluation of engineering geological conditions for yiwu city and its urban geological problems
   義烏城市工程地質(zhì)條件評價及城市地質(zhì)問題
5. The engineering geological conditions of the badong changjiang highway bridge are very complex
   摘要巴東長江公路大橋橋址區(qū)工程地質(zhì)條件復(fù)雜。
6. It's difficult to find engineering geological condition in a sentence. 用engineering geological condition造句挺難的
7. Topographty is the basic engineering geological condition and the most complicated scenery
   地形地貌是最基本的工程地質(zhì)條件，也是自然界最復(fù)雜的景物。
8. The engineering geological conditions of the middle route project of s - n water transfer have been known well and all the involved main engineering geological problems can be solved through engineering measures
   對南水北調(diào)中線工程的工程地質(zhì)條件已基本清楚，涉及的主要工程地質(zhì)問題均可以通過一定的工程措施予以解決。
9. The change of predominant period of ground micro - tremor is closely related to the formation of site soil layers , and mutually corresponds to the change of engineering geological conditions of the site
   地脈動卓越周期的變化與場地土層構(gòu)造密切相關(guān)，與場地工程地質(zhì)條件的變化相對應(yīng)。不同地基土層構(gòu)造對應(yīng)不同類型的頻率分布。
10. This paper introduces the foundations of tunnel engineering geological conditions and the evaluation , and gives the engineering geological conditions of and evaluations on 6 # tunnel to 15 # tunnel in the main trunk of hydraulic line of zhangfeng reservoir
    介紹了隧洞工程地質(zhì)條件及評價的依據(jù),給出了張峰水庫總干6 #至15 #隧洞工程地質(zhì)條件及評價。
11. Based on a thorough investigation of the engineering geological condition for the reservoir region of the huizhou pumped storage power station , the in - situ trial pit water injection test , boring water injection test , and water pressure test were performed to study the permeability of rock and soil mass
    摘要在對惠州抽水蓄能電站庫區(qū)工程地質(zhì)條件進(jìn)行詳細(xì)調(diào)查的基礎(chǔ)上，采用現(xiàn)場試坑注水和鉆孔注水、壓水試驗等方法了解巖土體的透水性。
12. Based on the study of the engineering geological conditions , using fem method to calculate the baseground stress distribution of bridge pier and analysis the stability of slope under different conditions , such as , reset condition , under the bridge load and affected by the changing reservoir water level
    在對橋址區(qū)工程地質(zhì)條件研究的基礎(chǔ)上，采用有限元法方法計算了橋荷載施加前后及水庫水位變動情況下橋址區(qū)斜坡應(yīng)力分布特征，并對斜坡穩(wěn)定性進(jìn)行了分析。
13. Under the consideration of the engineering geological condition of dahuashui hydropower station , the pre - splitting blasting technology and reasonable construction method are adopted for the excavation of the dam foundation in accordance with the analysis on the rock strata therein , in which the design of the blasting parameters and powder charging structure as well as the angle control and the height of the excavating steps are particularly determined , and then better splitting effect is got for the slope excavation and the quality requirement of the construction is satisfied as well
    摘要結(jié)合大花水水電站大壩工程地質(zhì)條件，通過分析巖層具體情況，采用預(yù)裂爆破施工技術(shù)，合理施工方法進(jìn)行壩基開挖，并對爆破參數(shù)和裝藥結(jié)構(gòu)的設(shè)計，鉆孔的角度控制和梯段高度精心確定，使該邊坡開挖預(yù)裂取得良好的效果，保證了壩基開挖的質(zhì)量要求。
14. As a whole , from several examples we have known that we must research varying grout and engineering geological conditions of strengthened rock because of rock existence environment hi order to attain anticipatory aim , or else , you would not have been success even though depleted a lot of people and substance
    總觀幾個工程實際情況可知，由于巖體賦存環(huán)境的不同，要想達(dá)到預(yù)期的目的，應(yīng)對不同的漿液和巖體補(bǔ)強(qiáng)的工程地質(zhì)條件預(yù)先做出必要的研究，否則，即使耗費(fèi)了大量的人力、物力也將難以達(dá)到預(yù)期的效果。
15. Each part should connect tightly with the study results of engineering geological condition and the deformation and failure of rock mass in the investigated area . the dynamic numerical simulation should replay both the whole course of geological process and real human activity . it is an interactive dynamic analysis course that the computation results are coincident to the new engineering geological messages and changeable features of the rock mass deformation and failure
    每一部分都與相應(yīng)的工程地質(zhì)條件和巖體變形破壞的研究緊密結(jié)合在一起，動態(tài)數(shù)值仿真是整個地質(zhì)作用過程和人類工程活動過程的模擬，是計算結(jié)果與不斷獲得的野外地質(zhì)信息和巖體變形破壞跡象反復(fù)耦合的交互式動態(tài)分析過程。
16. Based on the discuss of the geologic environment of the high slope of spandrel groove jinping i hydroelectric power station . and the engineering geological conditions of rock mass are carefully studied in the paper . the modified csmr are adopted to perform the classification of the slope rock mass , the results of which are combined with the macroscopic stability of the high slope . on the basis of these , the methods of geological diagnosis and the finite element analysis are applied to analyze and compute the overall stability of the high slope
    本文在闡明錦屏一級水電站壩區(qū)巖體的形成和演化特征的基礎(chǔ)上，詳細(xì)研究了拱肩槽高邊坡巖體的結(jié)構(gòu)特征及岸坡巖體淺表生改造特征，建立了岸坡巖體淺表生改造與岸坡演化模式，分析研究了巖體的物理力學(xué)性質(zhì)，采用修正的csmr法對拱肩槽高邊坡的巖體質(zhì)量進(jìn)行分級研究，在此上基礎(chǔ)之上，采用地質(zhì)分析判斷和有限元分析等方法，對高邊坡整體穩(wěn)定性進(jìn)行了系統(tǒng)分析、計算與評價；應(yīng)用塊體理論對高邊坡的局部穩(wěn)定性進(jìn)行了分析計算，確定局部不穩(wěn)定塊體的規(guī)模、出露范圍，從而對拱肩槽高邊坡的局部穩(wěn)定性有了系統(tǒng)全面的認(rèn)識和了解。
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