軟化巖石 的英文怎麼說

中文拼音 [ruǎnhuàyándàn]
軟化巖石 英文
softened rock
  • : Ⅰ形容詞1 (質地不硬) soft; flexible; supple; pliable 2 (柔和) soft; mild; gentle 3 (軟弱) we...
  • : 名詞1. (巖石) rock 2. (巖峰) cliff; crag
  • : 石量詞(容量單位, 十斗為一石) dan, a unit of dry measure for grain (= l00 sheng)
  • 軟化 : 1 (由硬變軟) soften; [皮革] bate; bating 2 (由堅定變為動搖) win over by soft tactics 3 (由倔...
  1. A new damage softening constitutive model for rocks

    一種新的損傷本構模型
  2. As the increase of domestic high - rise buildings, more and more deep foundation trench supporting constructions have come into existence. among the general geographical condition of the urban district in qingdao, most of regions, which mainly consist of strong de composed rocks, are in quite good condition. except for the sandy soil and oozy soil along sea sides. but the development of rock cracks and breaking zones and unstable lamprophyre still exist, so blasting is needed during constructions of foundation trench. blasting have bad influence on the stability of slopes. moreover. the slope - liding has happened for several times, so the engineering project of foundation trench attracts more attention of people

    隨著國內高層建築的發展,深基坑支護工程越來越多,綜合青島市區的地質狀況,除海邊有砂性土及淤泥土外,大部分地域土條件相對較好,多以強風為主,但裂隙發育,間或有斷裂帶和穩定性極差的煌斑穿插其中,基坑施工時需要爆破施工,對邊坡的穩定造成了不利影響,加之連續出現的幾次滑坡失穩事件,基坑支護工程越來越引起了各方面的重視。
  3. Abstract : by analyzing strain softening micromechanical damage process of rock, the softening micromechanical damage model of rock is established and the softening constitutive relation of rock under one _ dimension tension is also obtained

    文摘:通過分析材料應變的細觀損傷力學過程,建立了階段的細觀損傷力學模型,從而得到單向拉伸狀態下過程的應力應變本構關系
  4. Softening micromechanical damage model of rock

    的細觀損傷模型
  5. It was shown by field investigation and lab tests that the types of altered rocks were mostly those of montmorillonitization, and the altered clay mineral was mainly pure montmorillanite, which rendered the altered rock both soft and expansive

    野外地質調查和室內測試表明:滇藏鐵路滇西北段出露的多為蒙脫蝕變帶,蝕變的黏土礦物組成絕大多數都是單礦物的蒙脫,導致該地區的蝕變既是強度極低的,又是典型的膨脹
  6. Study on the model and its modifying method for rock softening and damage based on weibull random distribution

    分佈的損傷模型及其修正方法研究
  7. The geologic condition of side slope is complex. it is composed of soil and intense weathering rock on the surface and slightly weathering rock under the surface. further more, it has many faults, fissuring and weak intercalations

    其水電站尾水渠高邊坡所處區域地質條件復雜,邊坡表面由幾米至十幾米厚的坡積土和強風破碎組成,下部是弱風和微風組成,且斷層、節理和弱夾層分佈廣泛。
  8. The distinct spatial distribution of the tholeiitic and alkali basalts at datong may be related to the effect of local lithospheric extension on the passive upwelling of asthenosphere and variable extents of interaction between lithosphere and asthenosphere

    大同兩類玄武在空間上分野明顯,可能與桑乾河斷裂對流圈地幔上涌的控制以及區域上圈-流圈作用程度的變有關。
  9. Based on development platform and the software designing, we develop a self - governed and perfect database system for surface wave tomography in china and its adjacent land and sea areas. this database system is helpful and important for probing into the deep earth, the form and evolvement of lithosphere / asthenosphere, the form and evolvement and the relation of surface structure and deep structure of chinese continent

    為對這些海量數據進行合理有效管理,作者採用發展較成熟的開發平臺和體設計方法,開發一個獨立、功能完善的「中國及相鄰陸域海域面波層析成像數據庫系統」 ,對研究地球深部過程,對了解中國及鄰區邊緣海流圈形成及演,了解中國大陸形成及演以及地表構造與深部結構的關系都具有極大幫助和重要的意義。
  10. The results improve our understanding of the utility of tl as an indicator of sedimentary environment and provide insight into what types of ocean sediments are amenable for study. the comparison of the 18o with the tl cycles indicates that the tl dose display the expected coupling relation with interglacial and glacial climate cycles

    尤以位於東經90海嶺上的以遠洋沉積作用為主的md81349芯最為理想,陸源剝蝕產物在其沉積記錄中所佔比例較少,有孔蟲和超微為代表的遠洋成因的灰白色生物泥構成主要的沉積組分。
  11. In order to study the influential factors on seismic attribute, the authors use the rock modeling software to simulate the changes of mineral constituent, porosity, fluid property and saturation of rocks and further study the changes of the seismic attribute basing on the velocity of s - wave, the velocity of p - wave and various elastic modeling quantities of the rocks by means of forward modeling

    摘要為了研究影響地震屬性的因素、應用建模體模擬的礦物組分、孔隙度、所含流體性質以及飽和度等變,對其縱橫波速度、各種彈性模量的變情況通過正演的手段得到了解。
  12. Ground - up shells of marine organisms mixed with pebbles, clay and eroded rock, deposited there over many millennia, now form a bed of muddy paste that is so soft and well lubricated that the ice streams can glide along even more easily than earlier researchers expected

    有科學家將積冰融出一公里長的窄洞,採集古老海床的樣本,結果發現地底混雜了海洋生物殼體、礫、黏土與風,幾千年下來形成又又滑的泥床,使冰流較先前研究人員預期的更容易滑動。
  13. ( 2 ) because of t he variability of rock subjected to outside action, three new conceptions : postive damage basic damage and negative damage, are suggested, which can deal with the condition that rock density became large. ( 3 ) the present damage variables based on ct number mostly include ct average number of the rock without damage, which is difficult to measure, so a new damage variable, which includes the average ct number is proposed, on the other hand, strain equal theory is generalized because the one put foreword by lemaitre is not good enough to use. ( 4 ) a axial damage constitutive equation is proposed and testified. ( 5 ) with the circle times, the damage propagation laws of two different rocks, subjected to circle of freezing and thawing, are studied, and in the analysis process, traditional analysis method including average ct number and is used, some important conclusions are reached : inner damage of soft rock containing a large mount of apertures is largely propagating with the time increasement of circle, however, at the preliminary time, the hard rock containing a small mount of aperture is a little propagating, at late time, the influence become large ; ( 6 ) zone separation and statistics frequency put forward is used to analysized the three different damage propagation in the open circumstance, when they are subjected to the different circle times of freezing and thawing, in which the temperature variability is linear, different freezing rate, and different freezing temperature, and no water is supplied during the test

    在研究過程中本文主要做了以下工作: ( 1 )針對損傷變較小時,運用ct均值和方差分析不方便的缺陷,本文提出運用對ct數范圍劃分區段的方法,根據各區段統計頻率的變規律來分析損傷擴展狀況; ( 2 )針對受到外部作用的多變性,本文提出了基準損傷,正損傷,負損傷的概念,在某種程度上考慮了受到外部作用時的壓密情況; ( 3 )現有的基於ct數的損傷變量大多需要用到基體的ct均值,這實際上是很難觀測到的,因此本文建議了一個可運用初始狀態ct均值的損傷變量,由於現有的勒邁特教授應變等價原理使用上的不便,本文在其基礎上進行了推廣; ( 4 )建議了一個可用初始狀態ct數和彈性模量的單軸損傷本構方程,並用算例進行了驗證; ( 5 )對兩種不同在開放環境下受到凍融循環作用且融過程中補水時,內部損傷隨凍融循環次數增加的擴展規律進行了探討,主要運用了常規的ct均值和ct方差的分析方法進行分析,試驗發現:對于孔隙率和含水率較高,密度和強度較低的,凍融循環次數對損傷結構的擴展有明顯的影響,而對于孔隙率和含水率較低,密度和強度較高的硬,凍融循環次數對其損傷結構擴展初期由於含水率低的原因,影響不是太大,而後期由於水補給后,含水率較高的原因,凍融影響逐漸增大; ( 6 )運用了本文提出的區段劃分和統計頻率的方法,深入地分析了開放環境下的線性溫度變的凍融循環次數,凍結溫度,凍結速度不同作用時,其內部損傷隨凍融循環次數,凍結速度和凍結溫度變的擴展規律,需要指出的是除了在試驗前飽水外,凍融過程中沒有補水。
  14. Soft rock weathering zone identification and bearing capacity determination

    帶的劃分與承載力確定
  15. The adopted failure criterion was a composite mohr - coulomb criterion with tension cut - off and the post - peak constitutive relation of rock was linear strain - softening

    計算中採用了莫爾庫侖與拉破壞復合的破壞準則,峰后本構關系為線性應變
  16. Through analysis and compare, the measure fitting for huxi bank was put forward. ( 3 ) introduced fast lagrangian analysis of continua. flac3d is a three - dimensional explicit finite - difference program. it can simulate the behavior of three - dimensional structures built or soil, rock or other material and can simulate plastic collapse, flow and large - strain accurately

    ( 3 )對三維快速拉格郎日有限差分法進行了介紹,三維快速拉格朗日法是一種基於三維顯式有限差分法的數值分析方法,它可以模擬或土體及其它材料的三維力學行為,可以準確模擬材料的屈服、塑性流動、直至大變形,尤其在材料的彈塑性分析、大變形分析以及模擬施工過程等領域有其獨到的優點。
  17. Based on the biot ' s effective stress theory, and with the method of numerical value experiment, the thesis has studied the microcosmic mechanism of affecting the effective stress coefficient, i. e the microcosmic mechanism of effective stress law by using the elasticity distortion ' s simulating software which is compiled with the method of finite elements. it has been done from the two aspects of affecting the elasticity distortion of rock comprising the insides causation which is the existing configuration of hole and cranny in rock and the outsides causation include the outside pressure and the liquid pressure inside the rock

    本文基於比奧的有效應力原理,利用有限單元法的彈性變形模擬體,通過數值實驗的方法,從影響變形的內、外兩方面的因素?即內在孔隙裂隙賦存形態和其所受的外載荷及孔隙流體壓力出發,研究了影響有效應力系數變的細觀機理,即有效應力規律的細觀機理。
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