本文介绍了长诏水库混凝土砌石坝的稳定性模型试验的情况。
This paper describes the model test for stability of the Changzhao rubble masonry dam with concrete mortar.
通过物理模型试验，测量不同底高程条件下防浪墙顶部的越浪量、迎浪面及底面上的波浪压强和防浪墙的整体稳定性。
Through physical model test, overtopping wave, wave pressure at waveward side and bottom, as well as the overall stability of wave screen are measured.
采用数学模型推算了熔融碳酸盐燃料电池隔膜寿命，并进行了单电池运行稳定性试验。
The life of matrix for molten carbonate fuel cell (MCFC) was estimated by adopting mathematical model and the operating stability of single cells was tested.
风洞节段模型试验结果表明：主梁具有很好的抗风稳定性。
It is proved that the main truss has excellent wind stability through the wind tunnel test of section model.
研究成果供工程设计参考应用，对今后的高边坡稳定性的离心模型试验研究具有参考应用价值。
The research results are for the design application of the slope and of great value in centrifugal model test study on high slope.
利用断面物理模型试验，对3种结构形式(斜坡段、大台阶段、圆筒段)的护岸的稳定性和越浪量进行了研究。
The stability and wave overtopping rate of 3 kinds of revetments (sloping, big step and cylindrical structure types) are studied by using sectional model test.
与单质量和四质量模型相比，二质量模型结构合理，计算稳定性好，计算结果与试验更加吻合。
Compared with one-mass and four-mass models, two-mass model is simpler and more rational, and its result accords well with experimental result.
通过地质力学模型试验，研究软岩高边坡在开挖及降雨时坡体的稳定性及变形变化规律，分析支挡结构对边坡变形的影响机理。
The deformation and stability of soft rock slope under excavation and rainfall, as well as the effect of the supporting system on slope deformation are analyzed by physical modeling.
室内物理模型试验方法是进行边坡稳定性和破坏机理研究的重要方法。
Laboratory physical model test is an important approach for study on stability and failure mechanics of slopes.
对该矿的端帮，即平面凹形边坡的稳定性用滑坡模型试验及有限元法进行了分析。
The stability of the end slopes, i. e. concave slopes has been analysed with modelling and by means of the finite element method in axial symmetry system.
为了研究粘性包边土层与砂填料所共同构成的填砂路基边坡的稳定性，分析了填砂路基的破坏模式与破坏机理，并通过模型试验的结果得到了滑动面位置。
To study the stability of natural sand embankment slope covered with cohesive soil layer, the mode and the mechanism of sand embankment slope failure were analyzed.
基于以上试验研究成果，尤其是粘度时变性规律，建立了稳定性浆液注浆扩散模型。
Based on these achievements, especially on time-varying behavior of viscosity of grouts, the author develops a grout diffusion model.
本文采用有限元法和地质力学模型试验相结合的方法，研究了层状岩体高边坡坡脚基坑开挖时的破坏机理、整体抗滑稳定性和预应力锚固方式。
In this paper, by using the finite element method and the geomechanics model tests, the writer has studied the mechanism of failure of stratified rock of high slope excavated at the root.
通过循环三轴试验建立了软粘土循环强度预测模型，并通过循环扭剪试验检验模型的稳定性。
A cyclic strength prediction model of soft clay is established through lots of cyclic triaxial test results.
介绍了一种用于研究汽车列车直线行驶稳定性的模型试验系统，该系统由模型试验台和牵引控制系统组成。
One simulating system which can be applied in study on straight line driving stability of combined vehicles is introduced.
根据模型试验结果，推导出消浪板结构稳定性计算公式，从而计算结构的稳定性，并对计算结果进行分析，得出相应的结论。
According to the model test results and the derived formula for calculating the stability of the structure, we estimate the stability of the structure and draw the relevant conclusions.
文章对凹型加肋锥-环-柱结合壳稳定性进行了模型试验研究，观察到凹环壳段失稳的一个特殊现象。
The experiment research on stability of ring-stiffened concave cone-toroid-cylinder combined shell is presented in this paper.
本文对凹型加肋锥-环-柱结合壳稳定性进行了模型试验研究，观察到凹环壳段失稳的一个特殊现象。
The experiment research on stability of ring-stiffened concave cone-toroid-cylinder combined shell is presented.
本文对凹型加肋锥-环-柱结合壳稳定性进行了模型试验研究，观察到凹环壳段失稳的一个特殊现象。
The experiment research on stability of ring-stiffened concave cone-toroid-cylinder combined shell is presented.
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