層狀巖 的英文怎麼說
中文拼音 [céngzhuàngyán]
層狀巖
英文
bedded rock-
Finally, a review is made on the genetic relationships between mineralization and magma evolution and the associated characteristic of ore systems
文中還介紹了層狀巖體中典型礦床的成礦作用與巖漿演化過程的成因聯系。Stratified rock slope mainly develops a group of alternative stratified joint. according to the angle ' s relation of joint and slope, it can be divided into three parts : horizontal, reversal incline and bedding slope
根據結構面與坡面的相互關系，層狀巖質邊坡可分為水平坡、順向坡、反向坡等基本類型。The testing of earthquake effect caused by blasting in bedded rock
層狀巖體爆破地震效應的測試Probability analysis method for the stabilityof grid and bedded rock slope
格狀與層狀巖體邊坡穩定性分析的概率方法Critical height analysis for bedding rock slopes using the upper - bound method of limit analysis
層狀巖質邊坡臨界高度極限分析上限解Study on blasting seismic dynamic effect for tunnels with close interval in bedded rock mass
層狀巖體中近鄰雙線隧道爆破的振動響應研究The lay - like karst aquifer formed by some special strata and fossil karst are very important in the groundwater exploitation in this area
特殊巖性和古溶蝕形成的似層狀巖溶含水層具有重要的開發價值。Influence factors on shear failureorientation of layered rocks
層狀巖體剪切破壞面方向的影響因素3d modeling methods and spatial data model of layered rock - mass
層狀巖體三維構模方法與空間數據模型Study on integration of three - dimensional modeling and numerical simulation for stratified rock mass
層狀巖體三維可視化構模與數值模擬的集成研究According to the structure characteristics, on the view of 3d modeling, layered rock - mass was divided into three basic types of structure element : continuous rock - mass ( non - folded ), fault rock - mass ( non - folded ) and fold rock - mass
根據巖體的結構特徵，從三維構模的角度上，將層狀巖體劃分成連續型非褶皺巖體、斷裂型非褶皺巖體與褶皺型巖體3種基本類型的結構單元。This paper mainly summarizes the tectonic setting, common features, nature of the parental magmas, genesis of rhythmic layers of various types of layered intrusions, and the important roles that magma mixing and crustal contamination play in magma evolution
文中主要總結了不同類型層狀巖體形成的構造背景、基本特徵、母巖漿特徵和韻律層理成因，以及巖漿混合和地殼混染在巖漿演化過程中起到的重要作用。The general rule of fissure development in low dip soft - hard interbedding rock mass is described, and then based on this the dam foundation seepage is simulated with dual - medium model, and the influence of unstratabound fissure and waterproof curtain is discussed
摘要闡述了緩傾軟硬互層狀巖體中裂隙發育的一般規律，在這個基礎上採用雙重介質模型對層狀壩基滲流進行了模擬，討論了軟巖層中切層裂隙的發育以及嵌入軟巖帷幕對壩基滲流場的影響。Stability analysis of the weak intercalation and stratified rock mass near the top of an underground cavity and their parameters ' inversion
地下洞室頂部軟弱夾層和層狀巖體的穩定性分析及參數反演At first, the mechanical model of joint is discussed, and the constitutive relation of the rough joint, especially the bolt - supported joint, is given. then bedding slide of bedding stratified rock slope is studied adopting limit equilibrium method, and a formula of stability is brought forward. at last, the bedding stratified rock slope ' s buckling deformation and failure mechanism and its evaluating method of stability is investigated, a corresponding mechanics model is established, then detail research to this failure mode is made in theory combining the energy law and elastic stability theory of plate and beam, and an analytical solution of the yielding curve is educed from this model
文中首先對結構面的力學模型進行了一定的探討，提出了粗糙結構面尤其是加錨結構面的本構關系；然後採用極限平衡法，研究了順向層狀巖質邊坡的順層滑動失穩，提出了其穩定性計算公式；最後，結合能量定律和彈性板梁穩定理論，探討了工程中常見的順向層狀巖體邊坡潰屈失穩時的破壞機理、變形規律和穩定性定量評價方法，建立了相應的力學模型，求出了其相應的解析解，並提出了臨界坡長與最大彎曲位置的確定方法。Abstract : the experiment mechanism of strata around roadways is analyzed with the procedure simulation of resemble, combined with the deformation characteristics of roadway in coal mine. the resemble simulation experiment on procedure for the failure of soft laminate roof have been finished according to the result of experiment and computer simulation, and the results influencing on the practical project are analyzed
文摘:對模擬實驗原理進行了闡述，結合現場實際破壞特徵，對軟弱層狀巖石巷道的破壞過程進行了相似模擬實驗，根據試驗結果和計算機模擬結果，對其破壞過程進行了分析，對現場施工具有指導意義The stress distribution is far from uniform in this stratified rock, the horizontal stress magnitude in hard rock layers is significantly higher the that in soft layers
在軟硬相間的層狀巖體中地應力分佈很不均勻，應力大小與巖層硬度具有正相關性，硬巖中的水平應力大於軟巖的水平應力。Therefore, this paper makes a research of the stability of bedding stratified rock slope
本文主要對順向層狀巖質邊坡的變形破壞機理與穩定性進行研究。A theory of evaluating the stability of bedding stratified rock slope is preliminary established by this research, which will make a contribution to further understand of its failure mechanism, improve feasibility and reliability of its analysis method, provide the fundamental theory on this slope ' s prevention and cure
通過本項研究工作，初步建立了一套評價順傾向層狀巖質邊坡穩定性的理論體系，有助於增進對該類邊坡失穩機理的認識，提高其穩定性計算分析方法的可行性與可靠度，對該類邊坡的治理奠定了一定的理論基礎。At first it analyzes the bedding rock slope ' s bedded rock and its incontinuity face, and studies the stress, strain, stability ' s condition of the bedding rock slope, fully considering the cohesive force of rock layer and incontinuity face. geologic mechanics models of two types of bedding rock slope are set up, the instability coefficient of bedding rock slope under different mechanical parameters is computed, and the conclusion that the stability of bedding rock slope is relation to rock layerer, cohesive force of incontinuity face, inner friction angle and rock layer obliquity has been gotten. based on the above discussion, the thesis comes down the influence of rock layer and the incontinuity face on the bedding rock slope to incontinuity face ' s influence factors, and discusses other factors that influence the bedding rock slope ' s stability, so gains the evaluating and forecasting index marks
本文首先對順層邊坡的層狀巖體及其中的層理面和不連續面進行了分析，對其應力應變進行了研究，得出了順層邊坡的穩定性不僅與巖體中巖石的強度有關，還與巖體中層理面及不連續面的內聚力、內摩擦角及其傾角有關；論文建立了層理面和節理面的地質力學模型，討論了其力學參數變化對邊坡穩定性的影響，並在此基礎上將層理面和節理面歸納為順層邊坡穩定性的結構面影響因素，同時討論了影響順層邊坡穩定性的其他因素，從而得出順層邊坡穩定性的評價預測指標。分享友人