破劈理 的英文怎麼說
中文拼音 [pòpīlǐ]
破劈理
英文
fault-slip cleavage-
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
巖體結構，特別是軟弱結構面對基巖斜坡變形與破壞具有顯著的控製作用，巖體結構模式分析是建立斜坡地質模型和數學模型的關鍵和評價斜坡穩定性的基礎。巖層層面斷裂構造節理裂隙片理與劈理以及侵入體和圍巖的接觸帶等是控制基巖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巖體分割成性質各異力學強度不均的各種巖體結構體，構成了15種基巖斜坡變形破壞的巖體結構基本模式。不同結構體的重新組合與排列是斜坡失穩的內在原因。After researching the loads on dangerous rock synthetically, the author points out the development and collapse mechanism of dangerous rock : the geology foundations that forms dangerous rock are the constructional surfaces such as tectonic fracture 、 relief fissure, soft interlayer etc. the developing of dangerous rock is due to release of in - situ stress in rock 、 aeolation 、 water erosion and root flerry. the main loads leading to collapse of dangerous rock are gravity, water pressure and earthquake force
在綜合研究危巖上的各種作用之後，本文提出了危巖的形成和破壞機理：硬質巖體中構造裂隙、卸荷裂隙、及各種軟弱夾層，結構面的的存在是危巖形成的地質基礎；地應力卸荷、風化、流水侵蝕、植物根劈是危巖發育的主要作用；重力、水壓力、地震力是危巖崩塌的主要荷載。There will be violent storm and wave in the sea of life. we row ours of resolution and wisdom, brave the wind and waves, sailing for the ideal tomorrow
生活的大海會有驚濤狂瀾，人生之舟，劃起智慧和毅力的雙漿，劈波破浪，駛向理想的明天。Firstly the present situation of hydraulic fracturing of rock mass was talked about, then, the hydraulic fracturing of rock mass test was carried out with cement mortar ( analogue material of rock mass ) thick tube hollow cylinder through seepage - stress coupling apparatus that was developed by the laboratory of seepage control in hohai. through the analysis of data, the thesis discussed the mechanism of the hydraulic fracturing of rock mass
首先對巖體水力劈裂研究的現狀作了較為詳細的綜述，然後應用河海大學滲流實驗室的滲流?應力耦合試驗儀對以水泥砂漿為巖石相似材料的厚壁圓筒試件進行了水力劈裂試驗，並對試驗結果進行詳細分析，對試件水力劈裂破壞機理進行了深入的探討。Abstract : in this paper, based on a lot of testing and analyzing results at home and abroad, working principle and failure mechanism of concrete and reinforced concrete are put forward, strength theory - wedge cleaving theory of local pressure of concrete and reinforced concrete are set up, and calculation formula and simplified calculation method of local pressure strength are developed according to extreme balance principle
文摘:本文根據大量試驗和國內外資料分析結果，提出混凝土及鋼筋混凝土局部承壓工作機理和破壞機構；建立混凝土及鋼筋混凝土局部承壓的強度理論? ?楔劈理論；並根據極限平衡原理導出局部承壓理論承載力計算公式和實用計算方法。After determined the proportion of furan resin concrete, it mixed with durafiber of vary content and vary length, then the most fitting length and proportion of durafiber were determined by testing its mechanical properties ( compressive strength, tensile strength and bending strength ). the mechanical properties of furan polymer mortar were tested also, which is mixed with durafiber of changeless length and vary content, and the most fitting content of durafiber was determined
研究確定呋喃樹脂混凝土的配方后，加入不同含量、不同長度的杜拉纖維，通過對其力學性能（抗壓強度、劈裂抗拉強度、抗折強度）的測試，確定杜拉纖維的合適長度和最佳摻量；在呋喃樹脂砂漿中加入不同含量、同一長度的杜拉纖維，通過其力學性能的測試，確定杜拉纖維的最佳摻量，探索了杜拉纖維增強呋喃樹脂混凝土（砂漿）的破壞機理。Study on coalescence mechanism of splitting failure of rock masses with intermittent joints under compression
斷續節理巖體劈裂破壞的貫通機理研究分享友人