dangerous rock 中文意思是什麼
dangerous rock
解釋
危巖-
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。 -
Analyzing the propagation behaviors for open and close crack, the author gain that normal fault is more dangerous to earthquake than reverse fault and glide fault. 3. appling fracture mechanics to discuss reservoir - induce earthquake mechanism, the author observes the characteristic of surface crack and gains the stress intensity factor induced by the pressure of rock, water and osmosis
針對庫區斷層為表面裂紋這一特點，研究水庫地震的斷裂特點，得出地應力作用下的應力強度因子、庫水作用下的應力強度因子和滲壓作用下的應力強度因子以及它們的應力強度因子之合，並且合理的解釋了構造型水庫地震的誘發機理。 -
Based on the summary of the inspection effect for one hydrogeological year of stage geological disaster prevention project of xingshan county in three gorges region, this paper puts forward the relevant and effective methods for the harnessing of landslide, dangerous rock body, collapsed bank and other different geological disasters, and proposes suggestions for the future inspection of geological disaster prevention projects
摘要本文通過對三峽庫區興山縣二期地質災害防治工程一個水文年的效果監測總結，提出了針對滑坡、危巖體、塌岸不同地質災害體的抗滑樁、格構、掛網噴砼等不同治理工程所應採取的與之相適用、而有效的監測方法、監測頻率，以及資料整理、工程效果分析時應注意的問題等，為今後做好地質災害防治工程監測提出建議。 -
Based on mechanics of fracture, and regarding thermal stress caused by temperature difference and static hydraulic pressure caused by fracture water as the main factors, the forecast of collapse period of dangerous rock is researched through different combination forms of fracture types, then a way to calculate collapse period of dangerous rock is provided
摘要以斷裂力學為基礎，以溫度差引起的熱應力及裂隙水引起的靜水壓力為主要影響因素，通過不同的斷裂類型組合形式研究了危巖垮塌的周期，提供了一種計算危巖垮塌周期的方法。 -
According to the geological data which was gained by exploration investigation, establishing a geological model which can reflect rock mass characteristics ; with analyzing the internal and exterior factors synthetically, the deformation and possible failure mechanism and mode of the cut slopes was confirmed which combines with stereoic projection and other techniques ; the stabilities of the 14 high slopes are estimated synthetically by applicable design codes and guidelines. with the estimate result and some other analysis methods, the rock mass mechanical parameters of slope are identified ; as a results, 14 high slopes fall into 4 categories based on rockmass characteristics and discontinuities. the stability and deformation of some typical slopes was analyzed with distinct element method by udec ; the safety factor of some dangerous slopes are calculated by rigid limiting equilibrium method for comparison
首先著重研究影響邊坡穩定性的內在因素，主要是通過地質勘探、測量、現場觀測等手段取得研究區地質體的基礎地質資料，建立起能夠反映地質體結構特徵的地質模型;隨后綜合分析潛在的內外部影響因素，並結合赤平投影對邊坡可能的失穩模式或破壞機製作出判斷;運用已有巖體質量分類方法對沿線14個高陡邊坡穩定性進行初步的評價，並結合試驗研究、經驗判斷、工程類比等手段確定了坡體的巖體力學參數;根據穩定性初步評價結果將研究區14個高陡邊坡按開挖方式分為4大類，並利用離散元程序udec對各類典型高陡邊坡進行了穩定性計算分析;對潛在危險邊坡利用剛體極限平衡法求出了不同工況下的安全系數。 -
You rock climbing superman and more how high the risk is even everest alone and infinitely dangerous peak in the scenery, heroes are put on rock climbing it
你是攀巖超人，多高多險的哪怕是珠穆朗瑪峰也不在話下，無限風光在險峰，是勇者就投入攀巖吧。 -
Introduction : you rock climbing superman and more how high the risk is even everest alone and infinitely dangerous peak in the scenery, heroes are put on rock climbing it
你是攀巖超人，多高多險的哪怕是珠穆朗瑪峰也不在話下，無限風光在險峰，是勇者就投入攀巖吧。 -
The study shows that the most likely sliding path is located shallowly under the rock bed and the sliding path runs close to a line from tensile area at dam heel to dam toe. staircase sliding paths buried less than 14 meters bellow dam heel are also dangerous, but they are not the most dominant
研究表明，最危險滑移路徑處于壩基面以下淺層，滑移通道為從上游壩踵拉裂區沿近直線方式向下游壩趾滑出；正常蓄水位時， 9b 、 4b壩段最危險滑移路徑安全系數分別為k _ s = 4 . 15 、 3 . 05 。 -
( 6 ) conclusion was obtained by the analyzing the mechanics environment and the stability of the lanslide on the right bank after the dam built : the value of the rock mass stress increased and the tensile stress region obviously reduced, the direction of the principal stress was unchangeable the dam and the landslide were stable under the dangerous condition ( the reservoir and at the same time the earthquake was viii ), but when the water lever suddenly fell and did not think of other force, safe factor evidently reduced, the dam and the landslide will be destroyed under the most dangerous condition ( the water lever suddenly fell and at the same time the earthquake was vi ) ; the stability of the landslide will be destroyed by the horizontal thrust under the most dangerous condition or ; the physical and mechanical parameter will be reduced due to long period filter, the landslide will be destroyed too
（ 6 ）建壩工程荷載條件下河谷巖體力學環境分析及右岸古滑坡體的穩定問題分析得出：建壩后河谷的巖體應力量值明顯增高，同時左岸的張應力區的范圍及量值明顯減小，主應力的方向依然與模型的底邊界垂直；大壩建成后逐漸蓄水階段以及同時考慮本區最強地震力的作用等各種不同的工況條件時，滑坡體及壩體總體上仍處于穩定狀態；水位驟降時，在未考慮其他外力作用的情況時，滑體的安全系數將顯著降低。若考慮水位驟降及本區最大地震力的共同作用，壩體將在滑坡體下滑推力的作用下產生破壞；建壩后水平推力對右岸古滑坡體穩定性的影響分析可以看出，在最危險的工況條件下，壩體及滑坡體也將處于臨界狀態；在長期滲透變形的作用下，由於滑帶的物理力學參數的降低而有可能導致壩體失穩破壞。 -
The study of collapse of dangerous rock is a focus among researches of various geological hazards. based on current domestic and foreign researches on dangerous rock and applying the hongyadong dangerous rock project in chongqing as the example, the following contents are researched : at beginning, the details of engineering geology on the area are introduced, including the conditions of engineering geology and hydrogeology
本文以目前國內外對危巖研究的現狀為基礎，以三峽庫區地質災害項目? ?重慶洪崖洞危巖綜合整治工程為依託，進行危巖邊坡的破壞和加固機理的研究，主要內容如下：論文首先介紹了洪崖洞地區的場地工程地質條件，包括工程地質和水文地質的詳細情況。 -
Research on dangerous rock movement route
危巖落石運動路徑研究 -
In the regulation in company worth and domestic worth clauses : to the flood, seismic sea wave, ice approach, rainstorm, the natural disaster such as mud - rock flow belongs to insurance scope of business, the person that every attends insurance ( safe unit and individual ) the dangerous rate that has state and seat area to suffer water to browbeat by belongings builds insurance contract or bond, pay insurance premium regularly
在企業財產和家庭財產保險條款中規定：對洪水、海嘯、冰凌、暴雨、 ，泥石流等自然災難都屬于保險業務范圍，凡參加保險者（保險的單位和個人）按財產擁有狀況和所在地區受水威脅的危險程度建立保險合同或契約，定期交納保險費。 -
The main reason that the current design ability of control dangerous rock is poor is that the loads on dangerous rock do n ' t be understood fully. aiming to this situation, the in - situ stress in rock and the water pressure are researched
當前危巖治理設計水平不高的主要原因之一是對危巖上的作用認識不清，針對這一情況，本文重點研究了危巖上地應力和水的作用。 -
Through these studies and analysis, following conclusions could be drawn : ( 1 ) it is necessary to study on harness engineering of landslide and dangerous rock since the main representations of this geological hazard are landslide and dangerous rock through geological investigation ; ( 2 ) it can be concluded though stability analysis that the dingzhuang landslide is stable naturally, which is identical to the in - situ investigation ; ( 3 ) through stability analysis, the landslide would slide if the water level dropped down from 175. 10m to 156. 0m and it rained successively after the three gorges reservoir work. ( 4 ) according to the results of calculation and the characteristic of the landslide, it is suggested that such measures as unloading at upper part, anchorage and pile supporting system and drainage system should be used on the landslide. ( 5 ) according to geological investigation, there are three kinds of dangerous rock in the engineering, those are failing - down rock, collapsing rock and sliding rock
因此有必要對滑坡進行治理； （ 4 ）根據滑坡推力計算結果和本滑坡屬牽引式滑坡的特點，滑坡體上部相對較穩定，中下部處于基本穩定或不穩定狀態，因此建議此滑坡治理採用上部削坡減載與錨拉抗滑樁、擋墻進行支擋結合的處理方法，同時結合截排水等措施進行綜合治理； （ 5 ）根據地勘資料，通過對危巖體的形態、規模、基座和底界層及分佈特點和分析，將本工程危巖體失穩崩塌的方式歸納為墜落式、傾倒式和滑塌式三種類型並分別提出相應的穩定性計算方法； （ 6 ）分別對本工程中的危巖體進行了穩定性計算，並且發現其都處于不穩定狀態，因此根據實際情況分別提出相應襯砌支撐和清理等加固治理措施，最後還對加固后的危巖體進行了校核計算，滿足要求。 -
To solve this problem, the model of steady state water line in rock crack during the rain is built in cha5. the author applies correlative seepage theories on this model to found the calculate method. then the practicality formula of hydrostatic pressure in dangerous rock is supplied
針對危巖靜水壓力計算嚴重偏於保守的情況，靜水作用方面，本文通過建立降雨過程中的巖體裂隙積水穩態滲流模型，運用滲流的相關定理建立穩態水位的計算方法，進而提出靜水壓力的實用計算公式。 -
The in - situ stress in the slope is measured through relieving stress by overcoring. then the analysis that in - situ stress in slop influences the development and stability of dangerous rock is carried on by fracture mechanics. water pressure includes hydrostatic pressure and hydrodynamic pressure
通過對洪崖洞現場地應力的套孔應力解除，測試了危巖邊坡的殘餘地應力，運用斷裂力學的方法分析了地應力對危巖發育和對現有危巖穩定性的影響。 -
The dangerous of canyoneering would rock fall, faulty anchor system, flashflooding, as well as cold water, cold air, change of hypothermia, and little or no chance on rescue
攀峽者2 ：攀峽的危險有墜石、索具出現問題、泛洪、以及冰凍的水和空氣、攀峽者體溫過低、獲救的機會幾乎為零。 -
The coast of rock and soil is a kind of natural geological disaster, the stability of which is influenced by many kinds of uncertainly factors, it not only destroys the side slope but also destroys the architectures and buildings which stand at the foot of the slope, and brings dangerous to the people ' s life and belongs
巖土滑坡是一種自然地質體災害，其穩定性受各種不確定因素影響，它不但使邊坡發生了破壞，嚴重的還摧毀坡下的構築物或建築物，危及人們生命財產安全，因此滑坡穩定性問題一直是巖土工程界的一個重要研究內容。 -
The method of anchor calculation of dangerous rock mass and its application in the three gorges reservoir
三峽庫區危巖體錨固計算方法及應用 -
In this paper, a systematic study is carried out on the harness engineering of dingzhuang landslide and dangerous rock in the three gorges reservoir areas, which includes the evaluation of hazard, the stability analysis and the supporting system of landslide and dangerous rock, the monitoring system and the project management design
本文結合長江三峽庫區重慶市豐都縣丁莊裂口工業區滑坡及危巖，把滑坡與危巖這兩種最為常見的地質災害形式的治理作為一個系統工程進行了全面地分析研究，主要包括滑坡災情評價、滑坡穩定性分析與工程治理技術方案、危巖穩定性評價及治理、治理工程監測方案及項目施工組織設計等幾個方面。
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