軟弱帶 的英文怎麼說
中文拼音 [ruǎnruòdài]
軟弱帶
英文
weak zone-
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。( 2 ) based on indoor test, two typical soft rock of brecciated mudstone and siltstone in luohu jiancheng district is carried systemically though interior rheological testing ; moreover combining with preceding studying results of rock rheological constitutive model, rheological numerical constitutive model suited to rock mass mechanics characteristics and stratum structure of luohu fracture zone, and numerical parameters of the model are processed with studying of curve fitting
（ 2 ）立足於室內試驗，對羅湖建成區兩種典型的軟弱巖石?含角礫泥巖和粉砂巖進行系統的室內流變試驗研究，又結合前人對巖石流變本構模型的研究成果，分析並確定了適合羅湖破碎帶巖體力學特性及地層構造特徵的流變計算本構模型，並對該模型的計算參數進行了曲線擬合研究。Charles e. moss kettering, an inventor at general motors years ago said to one of his colleagues, " problems are the price of progress. don t bring me anything but trouble
多年前對同事們說：問題是進步的代價，別為我帶來別的，我只要問題，好消息使我軟弱With streaming face and an expression of agony, linton had thrown his nerveless frame along the ground : he seemed convulsed with exquisite terror
林敦淚下如注，帶著一種痛苦的表情，將他那軟弱無力的身子撲在地上：他彷彿由於一種劇烈的恐怖而驚恐萬狀。Past investigation found the rock in the right dam foundation composing of granite ( _ 4 ~ 3 _ 5 ~ 1 ) in dyas - trias, which has a very complicated mechanical environment. the complicated phenomenon is as follows : tectonism, alteration, rock mass demobilize, rock mass stress release and other factors. because of this several weakness rock zones and a loosen rock mass zone are develop in the right dam foundation
前期的調查表明其右岸巖體力學環境復雜，表現為：構成右岸壩基（肩）巖體主體的二迭三迭紀花崗巖（ _ 4 ~ 3 _ 5 ~ 1 ）受構造變動、蝕變、風化卸荷等因素的影響形成了壩基軟弱巖帶和壩肩上部卸荷鬆弛巖體。By learning to keep in step with the spirit ' s new covenant ministry and to focus more directly on jesus christ himself as saviour god, as model human being, as coming judge, as lover of the weak, poor, and unlovely, and as leader along the path of cross - bearing that he himself trod
學習緊隨聖靈的引導，直接注目在耶穌基督身上?是救世的上帝，是世人的典範，未來的審判者，也是軟弱，貧窮和不可愛者的愛侶； ?曾親自背負了十字架，現在要帶領我們走十架的道路。We also have to partake in the consequences of that, of our indecisiveness, of our weakness, when we see good things, we see the things that we should defend, that we should change, and we don t, or we did not
我們必須承擔自己猶豫不決過于軟弱所造成的後果，因為我們看見好事，看見應該挺身護衛應該改變的事，但我們沒有去做。所以，不僅行動會造成因果，裹足不前也會帶來因果。All the results can be utilized by engineers, during the designing and construction. the main conclusions are listed as follows : ( 1 ) based on the shortest line between weak interbed and limit of excavation and the location of point of intersection between limit of excavation, classification of weak interbed distribution is set up, and the distance of distribution is defined ; ( 2 ) according to the strength and deformation equivalent principle, influence zone of weak interbed is introduced, and a new method to simulating the weak interbed with thickness is built ; ( 3 ) some quantificational results on influence of weak interbed respectively at crown, right shoulder and right wall are summarized ; ( 4 ) some quantificational results on influence of weak interbed with the distance between weak interbed and limit of excavation 0. 2d, 0. 5d, l. od are gained ; ( 5 ) some quantificational results on influence of weak interbed in the rock mass with confining coefficient 0. 38, 1. 0, 1. 5, 2. 0, 3. 0 are summed up ; ( 6 ) some quantificational results are summarized on influence of the underground surrounding rock mass stability with weak interbed, in the representational surrounding rock mass graded ii, iii, iv ; ( 7 ) according to the studying results some advices are suggested on designing of underground engineering
主要結論如下： （ 1 ）以軟弱夾層到開挖輪廓線最短距離和最短距離線與開挖輪廓線的交點位置為指標對軟弱夾層的分佈部進行了分類，並確定了軟弱夾層分佈距離； （ 2 ）根據強度等效和變形等效的原則，引入了軟弱夾層影響帶的概念，建立了模擬軟弱夾層厚度的一種新方法； （ 3 ）總結出了軟弱夾層分佈在拱頂、右拱肩、右邊墻時對地下洞室穩定性影響的量化指標； （ 4 ）分析出了軟弱夾層距開挖輪廓線0 . 2d 、 0 . 5d 、 1 . 0d三種情況對地下洞室穩定性影響的量化指標； （ 5 ）總結出了在不同的側壓力系數（ 0 . 38 、 1 . 0 、 1 . 5 、 2 . 0 、 3 . 0 ）地應力場中軟弱夾層對穩定性影響的量化指標； （ 6 ）得出了在、 、代表性圍巖中軟弱夾層對穩定性影響量化結果； （ 7 ）根據數值試驗成果提出了在有軟弱夾層圍巖中地下洞室設計原則的幾點新內容。Can one say that the weakness of the national bourgeoisie is a new disease, and not one that accompanies it from the very womb
難道民族資產階級的軟弱性是后來才得的新毛病，而不是他們從娘肚子里帶出來的老毛病嗎？Abstract : based on the data obtained from field observations and deformation monitoring, this paper deals with the deformation and failure of a double - decked slope composed of soft rock strata in its lower part and hard - brittle rock strata in its upper part. it is demonstrated that the deformation of this kind of slopes is always initiated by the non - homogeneous rheological compression of the lower soft rock strata, leading to the tension fracture and toppling of the upper hard rock strata, and at last the sliding of the whole deformed body will be caused by the shear failure along the stress - concentration zone in the lower soft rock mass under the actions of the gravitational loading and infiltration water
文摘:以現場考察和變形監測資料為依據，探討一個下部有軟弱基座，上部為硬脆性坡體的「二元結構」邊坡的變形破壞問題，揭示這類邊坡的變形總是以下部軟弱巖體的不均勻壓縮流變為先導，進而引起上部硬脆性坡體的拉裂與傾倒，最終通過滲入水的作用，使下部承載狀況已進一步惡化了的軟弱巖體，沿剪應力集中帶發生剪切破壞而導致整個變形坡體的下滑。The data from xinbi high - slope shows that it ' s a stable slope. 3. the result of elasto - plastic finite element analysis shows that : ( 1 ) excavated - slope face would induce loose belt in rock ; ( 2 ) horizontal ground stress, joined rockmass and weak sandwich would make great unfavorable influence on slope stabilization and axial force of rock bolt
有限元數值分析結果表明：邊坡的開挖會使坡面巖體產生松動帶；構造水平地應力、結構面、軟弱夾層對坡體穩定及支護在坡體上的錨桿的受力情況有較大的不利影響。As a part of the software radio based electronic surveillance system, the task dose the research in theory and realization of detecting wideband weak radar signals
本課題作為「軟體化電子偵察系統」的組成部分，對低snr的雷達寬帶弱信號檢測技術原理和實現方式進行了研究。Treatment of weak and cracked area in deformed rock mass
變形巖體軟弱破裂帶的處理技術If she loves somebody, she will tell the person directly, the same goes if she hates someone ; miss lee is also a very honest person, once she knows her target, she will go for it no matter what happens. compared to them, cheung ekin cheng is a failure since he does not know what he wants at all until near the end. other characters like patrick tang or the few admirers of yoyo are also either too shy or helpless
相反一眾男角就表現軟弱，主角鄭伊健不用說，處事拖拖拉拉，行事欠決斷，八年不能畢業，配角鄧建泓也吞吞肚肚，不夠爽快，其他如片中開首蔡鄭兩人的父親更是毫無發言權，兩個都是好好先生，只會應和，暗戀蔡卓妍的一群少年如梁啟超等也是拖泥帶水，全部都不是真男人。Numerical simulation of rock progressive failure on samples with a pre - existed weak zone during brittle failure
含預制軟弱帶的巖石破裂過程的數值模擬Meanwhile, the key research topics are focused on how to reduce the differential settlement between the main tall building and the anex on soft ground, where to set the post - cast strip, and what cause the smart change of the internal force of plate under the core canister of tall building. an experiential equation for estimating the maximum moment of plate is advanced. a method for calculating the range and the thickness of the local enganced plate and another experiential equatio n for estimating the increment of maximum moment of the local plate are also suggested
同時著重就軟弱地基中減小高層建築主裙房之間沉降差異的措施、施工后澆帶的設置位置，以及高層建築核心簡體下筏板內力變化劇烈等問題展開了分析，提出了筏板最大彎矩估算值的經驗公式，獲得了簡體下局部筏板加厚處加厚范圍及加厚厚度的取值方法及加厚處最大彎距增幅估算值的經驗公式，為今後設計同一類型高層建築提供一些借鑒。In this way he showed us our own true image and urged us to take our place, with all our faults and weaknesses, in the procession of the saints that began with the magi from the east
這樣，他也叫我們看到自己的真面貌，並勸勉我們帶著自身的種種軟弱和欠缺，進入東方賢士所開始的聖人行列。分享友人