巖層模型 的英文怎麼說

中文拼音 [yáncéngxíng]
巖層模型 英文
strata model
  • : 名詞1. (巖石) rock 2. (巖峰) cliff; crag
  • : i 量詞1 (用於重疊、積累的東西 如樓層、階層、地層) storey; tier; stratum 2 (用於可以分項分步的...
  • : 模名詞1. (模子) mould; pattern; matrix 2. (姓氏) a surname
  • 模型 : 1 (仿製實物) model; pattern 2 (制砂型的工具) mould; pattern3 (模子) model set; mould patter...
  1. And rock triaxial serve testing system is used, through model test involving bedded planes and a set of joint normal to the bedded planes in rock mass, multiple sliding failure affected by properties of joints and confining pressure is analysed, the condition triggering multiple sliding failure and characteristics of failure plane are given, under the co - action of inclination of connective joints ( bedded planes ), interlocking conditions of critical joints and confining pressure

    並在室內利用石三軸剛性伺服機,通過試驗對體的面和一組與面正交的節理的情況進行擬研究,分析了結構面性狀和圍壓對復合式滑移破壞的影響,給出了在貫通性結構面(面)傾角、非貫通性結構面以及圍壓等因素共同作用下,節理化體發生復合式滑移破壞的條件以及破壞面特徵。
  2. Stability of rock slopes is generally controlled by the structure of rock masses, especially the soft structure surfaces. analysis of rock mass structures is a key to establish geological models and numerical simulation and a foundation to assess the stability of rock slopes. the weak structure surfaces are mainly bedding planes, faults, joints, schistosity plane and contact zones of intrusive bodies. since they are different in genesis and scale, the rock masses are different in features and mechanical intensities. based on the combination of rock structure bodies, 15 basic modes of deformation and failure of rock slope are systematically summarized. the deformation and failure of rock masses actually result from the recombination and rearrangement of these rock bodies. there are 11 types of rock mass structures and various deformation and failure of bank slopes are present in the reservoir area of the three gorge project

    體結構,特別是軟弱結構面對基斜坡變形與破壞具有顯著的控製作用,體結構式分析是建立斜坡地質和數學的關鍵和評價斜坡穩定性的基礎。面斷裂構造節理裂隙片理與劈理以及侵入體和圍的接觸帶等是控制基斜坡穩定的軟弱結構面,這些成因不同大小不一的結構面將體分割成性質各異力學強度不均的各種體結構體,構成了15種基斜坡變形破壞的體結構基本式。不同結構體的重新組合與排列是斜坡失穩的內在原因。
  3. Testing on rock sample data in dispersed shaly sands it shows that adding another parameter ( n ) to the model can decrease the relative error of fitted co. however, when we consider the difference of electrical properties between clay - bound water and formation water in the model, although another parameter ( qv ) is added to the model, the relative error of fitted co is increased slightly

    通過一組分散泥質砂樣實驗測量數據的計算。表明中增加參數n ( m n )可以使擬合的c _ t的相對誤差減小,但在考慮粘土結合水與地水導電性差別時,中雖多加一個參數q _ v ,卻沒有減小擬合的c _ t的相對誤差。
  4. Based on the effective medium hb resistivity models in laminated or dispersed shaly sands proposed by berg, the general effective medium hb resistivity model in laminated and dispersed shaly sands is established. in the derivation of the model we assume that clay - bound water fraction is included in total pores, clay - bound water and formation water have the same resistivity, and yet the difference of electrical properties between the two waters is incorporated into clay grain conductivity

    本文首先基於berg提出的狀泥質或分散泥質砂有效介質hb電阻率,並在總孔隙中考慮粘土結合水的體積,但不考慮粘土結合水與地水導電性的差別,而將粘土結合水與地水的導電性差別歸結到粘土顆粒導電中,建立了混合泥質砂有效介質通用hb電阻率
  5. ( 2 ) based on indoor test, two typical soft rock of brecciated mudstone and siltstone in luohu jiancheng district is carried systemically though interior rheological testing ; moreover combining with preceding studying results of rock rheological constitutive model, rheological numerical constitutive model suited to rock mass mechanics characteristics and stratum structure of luohu fracture zone, and numerical parameters of the model are processed with studying of curve fitting

    ( 2 )立足於室內試驗,對羅湖建成區兩種典的軟弱石?含角礫泥和粉砂進行系統的室內流變試驗研究,又結合前人對石流變本構的研究成果,分析並確定了適合羅湖破碎帶體力學特性及地構造特徵的流變計算本構,並對該的計算參數進行了曲線擬合研究。
  6. The results show that : 1 ) though the water environment of nanyisan is more muddy than others, algal can still grow ; 2 ) the composition and rock type of the algal limestone are complex, the main rock types include lettuce - like stromatolites, algal reef, digitate stromatolies, wave - like stromatolites and so on ; 3 ) the deposits of algal limestones were formed in low - energy peritidal to subtidal high - energy environment of lakeshore slopes, sliding under the action of gravity and some other factors and become slump mixosedimentite layers ; 4 ) the physical property of algal limestones layers is better than others ; 5 ) the genetic development of the sediment decides that the single deposit is small, distributive and thin - layed

    結果表明,南翼山藻灰沉積水體環境相對渾濁,但藻類仍能生長;該區藻灰石組成及類復雜,主要的藻灰石類有包心菜狀疊石、藻礁、指狀疊石、水平波狀疊石等;其主要為濱岸斜坡上低能潮上環境至高能潮下環境形成的沉積體,在重力等因素的作用下產生滑動或滑塌形成的微生物成因的滑塌混積物性好於其它;藻灰的成因決定了該地區單個沉積體規小、分散、薄。
  7. This paper puts forward the showing ways and the modeling algorithms for the familiar geologic bodies such as terrane, fold and faultage

    本文主要對常見的地質對象,如面、褶曲、斷面等,提出了它們的表示方法和建立它們的三維的演算法。
  8. Combined with the application of new well logging technology such as fmi, cmr, interpretation model of the reservoir was set up by using various analyzing methods

    應從心分析、地質錄井、測井等基礎資料入手,分析該類儲集的儲特徵,並結合成像、核磁共振等測井新技術的應用,建立該類儲的解釋
  9. Based on the regional structure dynamics analysis of the lithosphere imbricate structure in lanping - weixi area, the middle section of three - rivers area ( n26 - 28 ), the bouguer gravity anomaly of deep structures was completed and the fractal of these faults was calculated. the geology structure model and the elasticoplastic three - dimension finite - element mathematic are described, made and calculated ; and physical simulation was accomplished

    針對三江中段n26 - 28蘭坪-維西地區的石圈正交疊加構造的區域構造動力學分析,進行了深部構造的布格重力異常延拓處理和淺部的斷分維計算,描述、製作計算了地質結構、彈塑性三維有限元數學和物理擬。
  10. For a soil or rock of water - lacked, a heat transfer theoretical model is developed, which is a steady or unsteady, the results show that reservoir temperature, thermal diffusion coefficient, inlet temperature, flow rate of and run time of ground source heat pumps have an effect directly on heat transfer process of dhe. it can deduce that intermit running is favorable for this type of soils and rocks

    對于貧含水地下建立了穩態與非穩態傳熱的理論,分析結果表明,的熱儲溫度、導溫系數、埋地換熱器進水溫度、流量以及地源熱泵系統的運行時間或開停機比,都對埋地換熱器的傳熱過程產生直接影響,可以推斷,對于該類的地源熱泵系統,採用間歇運行將是有利的。
  11. The mathematical statistics method and extrema variance clustering method can be used to visible automatic classifying and reading of logging curves. the lithofacies classifying program basing on multi - mineral model analysis presents a new method to analyze logging - facies and more accuracy and visualized logging facies section can be reached by using this method. in addition, it supplies reliable lithologic layering reference for search and evaluation of oil / gas caprock and it also made up for the high cost of core - drilling and the inaccuration between lithic fragment description and depth

    採用基於「數理統計-極值方差聚類法」的面向對象可視化操作方法可有效地解決測井曲線的可視化自動分取值問題;而基於多礦物分析的相劃分程序又提供了一種新的測井相分析方法,能得到更為準確直觀的測井相剖面,為尋找和評價油氣蓋提供了可靠的性分依據,同時彌補了鉆井取心費用高和錄井屑描述與深度有誤差的缺陷。
  12. The efficiency and reliability of minerogenetic prediction can be improved by combining rs with gis. we processed rs images, extracted the geological information related to mineralizing, such as geology, structures, stratam, rocks, etc, synthetically analysed remote sensing, the geological data and geo - chemistry, under the guidance of the theory and mathematic model, set up gis mineralize model. on this condition, to develop this method and its theory, and to establish a system of perfect prediction, it is not only useful in studied degree area but also favorable for looking for new type and some form large - scale deposits in old studied area, and it has a great theoretical meaning

    遙感與gis相結合用於成礦預測中可大大提高預測工作的效率和可靠性。通過對研究區的遙感圖像處理和地質、構造、地石、礦化蝕變等有關信息的特徵提取、遙感、地質數據和物化探數據的綜合與復合分析,在一定成礦理論和數學指導下,建立gis綜合找礦。在此基礎上,發展這一方法及理論並建立完善的預測體系,不僅對研究程度較低的新區礦床預測有用,而且對研究程度較高的老區尋找新類和點狀大、超大礦床都具有重要理論意義和實際意義。
  13. Study on correlation between stability of consequent rock slope and obliquity of rock layer by simulation experiment

    傾角影響順石邊坡穩定性的試驗研究
  14. On the basis of the concept and analysis method of slope geological structure, four typical slope geological structures are selected by some investigations on more than one hundred high rock slopes in the motorway project. these structures are thick sandstone stratum, stratum including weak coal, stratum made of red or brown plastic clay and soft rock mass and stratum made of remnants rock mass. the practical slope geological structures are compact basis of geological mechanical model for the analysis of relaxation zone in high rock slope projects

    在介紹了坡體結構概念並提出建立坡體結構方法的基礎上,根據對京珠高速公路粵境北段路塹高邊坡工程中百余處石高邊坡的調查總結,選擇了其中較為具有代表意義的厚、煤系地、紅土地及殘坡積路塹高邊坡共4類石高邊坡作為研究對象,為對石高邊坡開挖鬆弛區的分析打下了堅實的實際地質力學基礎。
  15. Platy fractal zone model of surrounding rock of deep tunnel in deposit rock - mass stratum

    沉積中深部隧道圍狀破壞
  16. In the thesis, sand packed glass plate model was applied to physical simulation of the macroscopic throats forming mechanism, studied effects of these factors as sedimental characteristics, petrophysical property, production process etc. on the forming of macroscopic throats

    摘要動用填砂玻璃板對疏鬆砂大孔道形成機理進行物理擬,探討了沉積特徵、油物性、開發過程等因素對大孔道形成的影響,歸納了大孔道形成的因素及大孔道形成過程中的產量壓力特徵。
  17. Testing on artificial samples with conducting rock grains it proves that the model can be applied in clay - free porous rocks with conducting grains, but formation water resistivity must be less than rock grain resistivity

    通過一組骨架導電的人造樣的試驗,表明該可以用於不含粘土的骨架導電的石,但地水電阻率應小於顆粒電阻率。
  18. Using a sand and mud interbed model to test the vertical resolution

    用砂泥檢驗垂向解析度
  19. According to the results of a qualitative analysis, the paper designs a series of sand and mud interbed model experiments to study the vertical resolution quatitatively, and finally draws the conclusion that it is more reasonable to specify / 8 rather than / 4 for the vertical resolution

    為了檢驗垂向解析度,首先依據一次定性分析的結論,然後在此基礎上設計一系列砂泥實驗定量地分析並得出結論:將垂向解析度定義為/ 8更為合理。
  20. The authors calculated the reaction spectra of seismic waves that came from the practical soil layer at different depths and, by modifying the practical soil layer parameters and analyzing the spectra of seismic waves in varied depths of the soil layer and the soft interlayers, drew some significant conclusions

    摘要在給定基地震輸入的情況下計算實際場地土不同深處的地震反應譜,然後修改實際土參數,在考慮土厚度和軟弱夾變化的情況下進行地震反應分析,得出一些有意義的結論。
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