sliding joint 中文意思是什麼
sliding joint
解釋
滑動縫-
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
並在室內利用巖石三軸剛性伺服機，通過模型試驗對巖體的層面和一組與層面正交的節理的情況進行模擬研究，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（層面）傾角、非貫通性結構面以及圍壓等因素共同作用下，節理化巖體發生復合式滑移破壞的條件以及破壞面特徵。 -
A finite element numerical model for arch dam - gravity pier - foundation system was established to evaluate the effect of high gravity piers on the stress, deformation and anti - sliding stability of sizhai arch dam, taking the following factors into account, such as the possible elastoplastic deformation of foundation rocks and the nonlinear interaction between the interfaces of gravity pier - dam foundation, the joint surfaces beneath the right bank, and the interfaces of arch dam - gravity pier
摘要為評價高重力墩對四寨拱壩的應力變形和抗滑安全的影響，建立了拱壩重力墩地基系統的有限元數值模型，其中考慮重力墩基礎、右岸夾層和拱壩重力墩等交界面的非線性相互作用，以及基巖材料的彈塑性變形行為。 -
The result shows that the fatigue life of interference - fitcomposite joint is greatly longer than that of sliding - fit composite joint ; the fatigue life of interference - fit composite joint is affected highly by interference quantity ; the optimum quantity of interference to the studied joint model is 1 % ~ 1. 4 %
研究結果表明：復合材料干涉配合接頭的疲勞壽命遠遠高於間隙配合接頭的疲勞壽命；干涉量對復合材料干涉配合接頭的疲勞壽命有較大影響，所研究的干涉配合模型的最佳干涉量為1 % ~ 1 . 4 % 。 -
The model can reflect the multi - sets feature of the rock masses in practice, consider the influence of the joint orientation and strength to the rock masses deformation feature, and simulate the simultaneous sliding, tension and close behaviors of the multi - sets jointed rock masses extending the joint surface, and reflect the plastic deformation induced the rotation of the principle stress axes. the result can be extended to fractured rock masses with arbitrary set joints
該模型能反映實際工程中巖體的成組節理特性，考慮節理產狀和強度對巖體變形特性的影響，可用來模擬巖體中多組節理同時存在滑動、張開、閉合的行為，並能反應由於應力主軸旋轉所產生的塑性變形的影響。 -
Fenves " 3 - d joint element modei and its constitutive relations are demonstrated and used to simulate the opening, closing and sliding of joints, and the initial pressure and tensile strength at the interface
論述了三維fenves縫單元模型及縫單元的本構關系，可用以模擬橫縫的張開、閉合和滑移，並可考慮縫面的初始壓力和抗拉強度。 -
3d nonlinear finite element method is applied to analyze the stability of rock slope in the paper. when using this method, the thin layer element is used to simulate interlayer and structural joint for sliding surfaces
本文採用了合理模擬以夾層、結構面等為滑動面的薄層單元及相應的非線性分析為基礎的三維非線性有限元解法來求解巖質邊坡的穩定性。 -
In this paper, based on some previous scholars " excellent study fruits, the finite element iteration method for stability safety factor of landslide body against sliding is presented, when using this method, the thin layer element is used to simulate interlayer and structural joint for sliding surfaces
本文在總結前人的優秀研究成果的基礎之上，採用合理模擬以夾層、結構面等為滑動面的薄層單元及相應的非線性分析方法，提出了塌滑體抗滑穩定安全系數的有限元迭代解法。
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