geologic engineering 中文意思是什麼

geologic engineering 解釋
地質工程
  • geologic : adj. 地質學的，地質的。 a geologic survey 地質調查。adv. -ically
  • engineering : n. 1. 工程（技術），工程學。2. 開車技術。3. 土木工程，工事。4. 操縱，管理。
  1. Competent geologic advice is mandatory for any engineering decision.

    適宜的有關地質方面的建議，對于任何工程方面的決定都是必需的。
  2. This paper briefly describes topography and geology conditions of the danjiangkou reservoir, and analyses the influential factors and forms of bank caving, and adopts engineering geologic analogy method to predict the influential area and difficulty degrees of bank caving on the basis of wide investigation

    為了預測水庫坍岸范圍和發生坍岸的難易程度，對丹江口水庫的地形、地質條件和坍岸的影響因素和型式進行了分析。
  3. Based on the nurbs technique and the theory of partition for geologic body, the 3 - d engineering geologic model for underground structures is established

    摘要工程區域地質條件是影響地下洞室群布置最主要的因素。
  4. However, the traditional handcraft method is so inefficient that it cannot meet with oa in the management on geologic setting and engineering construct

    由於傳統的手工繪制費工費時，工作效率極低，與地質環境和工程建設項目管理的辦公自動化不相適應。
  5. The engineering geology condition from the sections of xiangshou county of shiping to dashizhui of hejin of the yellow river were introduced from the aspects relating to geology such as geo morphy, geologic structure, stratum and earthquake were introduced in the paper and the preliminary opinions on the problems of navigation development work were also proposed in the paper

    從地貌、地質構造、地層、地震及有關地質現象等方面，介招黃河石坪（鄉守縣）至河津（大石咀）段工程地質狀況，對該河段在航運開發工作中的問題提出初步意見。
  6. 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巖體的形成和演化特徵的基礎上，詳細研究了拱肩槽高邊坡巖體的結構特徵及岸坡巖體淺表生改造特徵，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性質，採用修正的csmr法對拱肩槽高邊坡的巖體質量進行分級研究，在此上基礎之上，採用地質分析判斷和有限元分析等方法，對高邊坡整體穩定性進行了系統分析、計算與評價；應用塊體理論對高邊坡的局部穩定性進行了分析計算，確定局部不穩定塊體的規模、出露范圍，從而對拱肩槽高邊坡的局部穩定性有了系統全面的認識和了解。
  7. Geologic investigation code for port engineering

    港口工程地質勘察規范
  8. Sea bottom sediment characteristics and engineering geologic properties in the chengdao oil field sea area

    埕島油田海域海底沉積特徵與工程地質特性
  9. ( s ) weathering and unloading action which are the two main exogenous process is active in epigenetic - surface. so, although one is different with the other, they are associated with each other closely and are cntrolled by geostress and seepage fields. in fact, weak weathered zone corresponds to weak load - off one, strong weathered zone corresponds to strong load - off one in virtue of result of this dissertation. ( 6 ) rock mass is a geologic body which is composed of rock and structural plane. and under the condition of geostress. temperature and seepage fields, correspondingly. studying weathering should pay attation to the aspects of rock, structural plane and fields. according to this. the author subdivises rockmass weathering into rock weathering and structural weathering, ulteriorly, the dissertation studies rockmass weathering from three aspects as follows : ? ock weathering : aberrance degree of mineral and physical mechanical performance of weathered rock ; ? e have already knew that weathering action damage the integrity of rock mass, but few applies it to engineering practice. the dissertation is based on trend o

    本文研究結果為弱卸荷與弱風化大致對應、強卸荷與強風化大致對應； （ 6 ）巖體是由組成它的巖石與缺陷賦存於一定環境場中的地質體，據此本文將巖體風化細劃為巖石風化與結構面風化，並進而將表徵巖體風化的指標相應地歸結為三個方面來加以研究並應用於工程實踐，這就是：對于巖石風化，主要為礦物的變異程度與風化巖石的物理力學性能研究：雖已認識到風化作用破壞了巖體完整性，但將該理論應用於巖體風化分帶卻不多見，本文即從淺表部位硬性結構面間距、條數、跡長、塊度等隨遠離臨空面的變化規律來研究巖體風化分帶：不同風化、卸荷程度的巖體實際處于不同環境場中，彈性波速變化與特定環境場相對應，因而是反映巖體風化、卸荷的綜合因素。
  10. This paper presents analysis on the engineering geologic features, cause of revival and prediction of the developing trend of the captioned landslide in zigui county, together with the proposed treatment measures, which will be of reference value for other landslide treatment practices

    摘要在論述三峽庫區秭歸縣歸州四號滑坡工程地質特徵、復活原因、後期變化趨勢的基礎上，提出滑坡治理方案，進行預應力錨索抗滑樁、樁間檔土板、植被護坡、地面排水等分項工程設計，總結本滑坡治理工程的設計經驗，供其它滑坡治理工程參考。
  11. Therefore, how to evaluate these geohazards and geological environment of the reservoir is important to prove scientific basis to the engineering. on the basis of research production of predecessor, this paper studies deeper in natural geologic environment condition, basic features, genetic mechanism about the geohazards

    本文以黃河積石峽水電站庫岸地質災害為研究對象，結合前人的部分研究成果，進一步研究了水電站地質災害的自然地質環境條件、基本特徵及成因機制。
  12. However, the geologic structure of the carstic formation is complicated and the design, construction, quality testing method of the high - pressure grouting is developing rapidly. we have engaged lots of experiments and studies in xiangshuiriver reservoir on this subject. one of the purposes subject is to guide the design, construction of the curtain grouting in the xiangshuiriver reservoir and optimize the grouting design, the other is to be a reference example for other similar engineering

    但由於巖溶地質條件的復雜性，且高壓灌漿作為一項技術和工藝，在設計、施工、質量檢驗及效果評價等方面，仍然處在不斷發展的過程中，正是基於以上兩個方面的考慮，本課題結合響水河水庫高壓帷幕灌漿工程進行了大規模的試驗研究，一方面指導帷幕灌漿的設計與施工，達到優化設計方案的目的；另一方面對試驗資料進行分析研究，以期對同類工程有所助益。
  13. And it can avoid the bad blasting effect even the blasting accident for the shortage of geologic prospecting. even the blasting engineering can be constructed safely without any geologic prospecting information. so it can be drawn that this method is efficient, economic and safe

    採用這種方法可以避免由於地質勘探鉆孔信息的不足而不能比較全面地反應巖石性質武漢理工大學博士學位論文而引起的不良的爆破效果乃至爆破事故的發生，同時也可以在未能獲得任何地質勘探信息的情況下安全地進行爆破施工，不愧為一種高效、經濟、安全的方法。
  14. Fossil weathered rock mass is one kind of rock mass formed with structure and strength restoring by compacted again under special geologic circumstance, which have different engineering character to modern weathered rock mass. it is certainly that the engineering character of fossil weathered rock mass will change as circumstance change

    古風化巖是在獨特地質環境條件下巖石再次壓密、結構再生形成的巖體，有著不同於現代風化巖的工程特性，一旦再次暴露，其工程特性必然隨著環境條件的改變再次發生改變。
  15. The study solves engineering problem as follows : ( 1 ) the systematic study on the historical course of xigeda strata deposit and geologic environment includes strata, lithologic characters and constitution et in the liangshan and panzhihua region. the results show that the xichang - panzhihua express way is controlled by the anninghe fault and the xigeda fault, the earthquake frequently happen in the region of pass, the different sedimentation number is more great, they effect the road building, safety in operation and structure belong road ( 2 ) because in some place the xigeda strata is foundation and roadbed, the study on the basic properties of the xigeda strata include density, moisture content plastic and liquid limit graduation. the results show that the xigeda strata is deposition in lake, the main component is mudstone and sandstone, the fine particle is main, it has some viscosity, the moisture content of mudstone is different the it of sandstone, the other property are likeness. the xigeda strata has no dilatation on total, some claystone have low and medium dilatation ; ( 3 ) the study on the basic properties of xigeda filler include the composition of matter the biggest standard dry density, the optimum moisture content the results show that xigeda filler can use as road material, it is well grade filler and admixture filler on essence, its compaction index should change in different place because the property is controlled by mudstone and sandstone that change is great in different place ; ( 4 ) the study on the xigeda filler craft used as express way roadbed, includes suitable thickness, compaction numbers and methods and equipment choice et

    公路沿線廣泛分佈有昔格達地層，昔格達地層能否用作高速公路路基填料，國內沒有先例，本論文就是結合導師的科研項目，在非典期間，現場長達5個月的工作，完成了從試驗、現場施工工藝到路堤分層沉降監測等工作，是面對生產實際，認識昔格達地層的性質和其作為地基、路基和填料應用中面臨的問題進行的研究。主要的研究內容有：對攀西地區地層巖性、構造等地質環境和昔格達地層的沉積歷史過程作了系統的分析，研究表明西攀高速公路主要受安寧河斷裂和昔格達斷裂影響，通過地區地震活動頻繁，差異沉降較大，對公路建設、安全運行和沿線構築物設計有較大影響；由於昔格達地層在有些路段作為地基、有些作為路基，對其基本性質進行了研究：包括天然密度、含水量、塑液限、顆粒級配等指標的試驗研究。研究成果表明：昔格達地層為湖相沉積，主要為砂巖和泥巖，它以細粒組為主，同時粘粒的存在，使其具有一定粘性。
  16. With the experienced technical personnel from several specialized subjects and series of advanced equipments, it can provide integrated service of engineering quality testing, geophysical detecting, geologic hazard detecting and prevention

    豐富的試驗檢測經驗加上精良的儀器設備，構成了雄厚的技術實力，可為委託方提供綜合性試驗檢測咨詢服務。
  17. The characteristic of deposit layer and terrane landslide is described from theory to practice. as far as dahuangtian landslide in wangliang highway in chongqing, from the engineering geologic condition to construction factor, the main factor and the stability of landslide are analyzed in detail. the engineering control measure on dahuangtian landslide are explained in detail according to construction practice

    本論文理論與實踐並重，在研究堆積層、巖層滑坡特徵和滑坡穩定性理論計算方法的基礎上，以重慶市萬梁高速公路的大荒田路塹式巖層順層滑坡為分析對象，從該滑坡的工程地質條件出發，結合具體施工擾動因素，分析了影響滑坡穩定性的主要因素，對滑坡的穩定性作了細致分析，並根據施工實踐對大荒田滑坡具體的工程綜合治理措施作了較全面的說明。
  18. Engineering geologic problem of dam foundation excavation in guanyinge reservoir

    觀音閣水庫壩基開挖中的主要工程地質問題
  19. Main contents and characters of the paper are as follows : ( 1 ) it systemly explains definition and classification of soft rock. lt gives analysis on geologic and engineering characters of soft rock, and deeper disscussion on failure causes of soft rock tunnel. it also shows the mechanism of deformation and failure

    本文的主要研究內容和特色如下： （ 1 ）系統地論述了軟巖的定義及分類，分析了軟巖的地質特徵和工程特性，對軟巖隧道失穩原因進行深入的探討，論述軟巖隧道變形失穩的力學機制。
  20. The paper discussed the application of seismic - refraction on tunnel geologic engineering in detail through the practical problems in engineering geology exploration of jikeng tunnel in funing highway, fujan province

    摘要本文通過福建省福寧高速公路磯坑隧道工程地質勘察中的實際問題，詳細討論了地震折射波法在隧道地質工程中的應用。
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