deformation characteristics 中文意思是什麼
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This paper utilized the deformation characteristics of rock and expatiates on the strain test method of surrounding rock by which to judge the surrounding rock ' s stability, and to choose the suitable opportunity and style of the secondary lining
摘要利用巖體的變形特性，通過測試隧道圍巖應變出隧道凈空實際收斂量，從而判定施工過程中隧道圍巖的穩定性，為選取合適的支護時機和方式提供依據。 -
As regards to the spheric thin shell structure under external hydro static pressure, basing on flat - plate theory and by using basic von karman equations for large deflection, the equilibrium problem of axisymmetric bending of the spheric shell under uniform external pressure is simplified to an equilibrium problem of bending of elastic basic flat - plate and further converted into an equilibrium problem of beam on elastic fundation taking into consideration of the deformation characteristics
對球形薄殼結構隨靜水外壓的情況，應用平板理論中的vonkarman大撓度基本方程，將球形薄殼在均勻外壓下的軸對稱彎曲平衡問題簡化為彈性基礎平板的彎曲平衡問題，進而再根據變形特點將其轉化為彈性基礎梁的復雜彎曲平衡問題。 -
Based on a series of laboratory tests with undisturbed samples obtained from nansha of guangzhou, including triaxial compression test, triaxial creep test and one dimensional compression test, creep deformation characteristics of soft soils were researched
摘要針對廣州南沙原狀軟土進行了一系列室內試驗研究，包括三軸壓縮試驗、三軸蠕變試驗和一維固結試驗，系統地探討了軟土的蠕變變形特性。 -
Based on the test data of air chamber pushrod force - stroke, a computation model a bout air chamber pushrod force - stroke was established, and calculation formula of actuation deformation characteristics of the drum brake was proposed according to test data
摘要以制動氣室推出力行程試驗數據為基礎，建立了氣室推桿力與行程的計算模型，根據試驗數據提出了鼓式制動器的促動變形特性的計算公式，用試驗方法解決了制動器推桿總行程過大的生產實際問題。 -
With the development of high faced rockfill dams, more attention is being paid to the rheology deformation characteristics of the dam body. for the importance of determing rheological parameters and with a fairly difficult in the rheological characteristics of faced rockfill dams, in this paper aims to solve some rheology deformation problems concerning rheological characteristics of faced rockfill dams in practice engineering by developing experimental methods, perfecting theoretical analysis and improving numerical simulation
在對面板堆石壩流變特性研究這一領域中，確定流變參數既重要又具有一定的難度，因此，本文的主要研究工作力求在用試驗方法求流變參數上有所發展，在理論分析上有所完善，在數值模擬方法上有所改進，期望能在實際工程中解決面板堆石壩出現的一些關于流變變形問題。 -
Study on the large deformation characteristics of the soft rocks in wushaoling tunnel
烏鞘嶺特長隧道軟弱圍巖大變形特性研究 -
The stress - strain distributions and deformation characteristics of forming process are calculated and analyzed by the successive approximation numerical method based on the incremental strain theory
基於增量理論的逐步逼近數值法，計算分析了成形過程應力應變分佈與變形特點。 -
Based on the former research, several works in this paper is listed as follow, which is studied by experiment research, theoretical analysis and numerical calculate : firstly, based on local observation and laboratory experiment result, consolidation mechanism of vacuum - surcharge preloading is analyzed form typical mechanics and microstructure seepage factor. a great deal of observed dada is employed to analyze the deformation characteristics of soil after being treated and variation law of pore water pressure
本文在前人工作的基礎上，通過試驗研究、理論分析、數值計算等手段主要進行了以下幾方面地工作： （ ）分析了大量現場觀測成果及室內外試驗資料，從經典力學和微觀滲流兩個角度解釋了塑料板排水真空-堆載聯合預壓法加固軟基機理，總結了該法加固的土體變形特點、孔隙水壓力變化規律。 -
The deformation characteristics and the formula for equivalent strain of large plane - pure - shear deformation mentioned in reference [ 1 ] are questioned in this paper
摘要對文獻[ 1 ]中的平面純剪切大變形的變形特徵及等效應變表達式提出質疑。 -
Abstract : based on the deformation characteristics of the tread element at typical load cases, this paper determines the displacement functions of the element by using the energy method and derives the theoretical formulae for the apparent compressive stiffness and shearing stiffness calculation
文摘:根據輪胎胎面單元在典型工況的變形特點，用能量法確定了胎面單元變形的位移函數，導出了輪胎胎面單元表觀壓縮剛度和表觀剪切剛度的理論計算式。 -
Taking the traffic load as moving point load, the deformation characteristics of longitudinal section of pavement and composite foundation under moving point load are analyzed, considering the effect of pore pressure, traffic velocity, parameters of pavement structure and subgrade. finally, two examples of pavement section and soft subgrade, longitudinal section of airport runway and composite foundation are calculated
將交通荷載簡化為移動的集中荷載，計算分析了單次移動加載和循環移動加載條件下道路縱截面與復合地基共同變形特交通荷載作用下道路與軟土復合地基共同作用性狀研究性，探討了孔壓、行車速度及道路結構層和地基參數對道路變形的影響。 -
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 -
Basing on the acquaintence of the stratum, the rock, the structural setting, the tectonic framework and the research in the stratum, the rock and the structure of dam area in detail, using the modern principle of tectonic analysis, this paper analyzes the geometry characteristics, the deformation characteristics, the dynamics characteristics, kinematics characteristics of the dislocation interfaces. further more this paper discuss " the structural generation, the structural sequence and the structural evolution of the dislocation interfaces
在了解區域地層、巖石、構造背景和格局等基礎上，結合對壩區地層、巖石和構造的詳細調查研究，採用現代構造解析的原理和方法，對壩區錯動帶幾何學特徵、變形特徵、動力學特徵和運動學特徵進行了全面的分析，並在此基礎上探討分析了壩區錯動帶的構造世代、變形序列及構造演化。 -
What ' s more, the paper, based on a project example, suggested a rational widening embankment structure. by using finite element software - ansys, and according to different environment on soft ground ( including different height of embankment, different thickness of soft ground and different layer - number of reinforcements and so on ), the paper also analyzed the effects of the geosynthetics which reducing the non - uniform settlement of the new & old embankment, the deformation characteristics and settlement rule of the widening embankment structure, then presented rational widening programs of the embankment structure
另外，本文還以工程實例為背景，擬定軟土地基上舊路加寬比較合理的路基結構，並運用大型有限元分析軟體ansys進行有限元分析，就軟土地基上舊路加寬結構在不同的情況（主要指不同的路基高度、不同軟土層厚度、不同的加筋層數等）下，對土工合成材料減少新舊路基不均勻沉降的效果進行分析計算，討論了軟土地基上加寬路堤在不同情況下的變形特徵和沉降規律，並在上述基礎上，提出不同情況下較合理的路基加寬方案。 -
By means of a mass of shear strength test of rough cement face of concrete - bedrock, influences of cement face roughness of two mediums on shear strength parameter, shear deformation characteristics, shear failure mechanics are systemically studied. empirical relationship between fractal dimension of cement face roughness and shear strength parameters is established
通過大量的混凝土?基巖粗糙膠結面抗剪強度試驗，系統研究了兩相介質膠結面粗糙度對其抗剪強度參數值大小、剪切變形特徵、以及剪切破壞機理的影響，建立了膠結面粗糙度分維數與抗剪強度參數之間的經驗關系式。 -
Numerical simulation of influence of loading rate on deformation characteristics and snap - back for fault band and elastic rock system
圍巖系統變形及快速回跳的影響 -
Strength and deformation characteristics of fractal rock joint
巖石分形節理的強度和變形特性研究 -
The deformation characteristics of pavement section and soft soil subgrade under traffic load are analyzed, considering the effects of load ( including type, amplitude and frequency ) and parameters of soft soil ( including resilient modulus, cohesion, internal friction angle, poisson ratio, damping ratio et al )
分析了荷載因素（包括荷載類型、荷載幅值、荷載頻率）和地基土體參數（包括回彈模量、內聚力、內摩擦角、泊松比、阻尼比）對變形的影響。 -
And the results show that the calculated settlement agree well with that of measured. the paper established the dynamic pore pressure models of soft soil subgrade and composite foundation, compiled the dynamic fem program of undrained effective stress method, considering the elasto - plasticity of foundation soil as well as the interaction of pavement and foundation, thoroughly analyzed the deformation characteristics of pavement and foundation, and these results are instructive for the construction of pavement or airport runway
本文建立了軟土地基和復合地基的動孔壓經驗模型，編制了不排水有效應力動力反應分析有限元程序，不僅考慮了地基土體的彈塑性，而且考慮了道路結構與地基的相互作用，比較全面地分析了交通荷載作用下道路與地基的整體變形特性，對道路工程或機場道面工程的建設具有一定的指導意義。 -
Deformation characteristics of fault structures on the northern fringe of qaidam basin
巖石的風化損傷特徵與縮小防護煤柱機理
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