geostress 中文意思是什麼

geostress 解釋
地應力
  1. Based on the modern design theory of tunnels construction that the adjoining rock be regarded as primary load - bearing structure, this thesis have made researches on the stability of tunnels mother rock and the safety of support pattern under the high external waterpressure and high geostress

    這就使本隧洞工程的建設面臨著極大的挑戰。本文是在將圍巖作為主要承載結構,支護與圍巖共同作用的現代隧洞設計理論的基礎上,來研究高外水壓力及高地應力下隧洞圍巖穩定性及支護結構安全的。
  2. The mechanical index or parameters of rock is similar to those of other materials, they are understood and accepted easily. however geostress is one inner stress stored up in rock mass, it isn " t rock - mass " inhesion characteristics like mechanical index, but it is a mechanical state in rock masses. the stress state is generally different in similar engineering rock mass but in different space

    巖石的力學性質和指標,類同其它材料的力學性質和指標,容易被人們認識和接受;而地應力是蓄存在巖體內部的一種內應力,並不是巖體的一種固有特性,而是巖體中存在的一種力學狀態,同類巖體的地應力狀態因地而異。
  3. In the process of construction, some special geological hazards will be met because of the great depth and long distance, such as high external waterpressure, watergushing, high geostress, rockburst, high geotemperature and nocuous gas and so on. these geological hazards become the main restricted factors of tunnel construction

    大埋深將使隧洞開挖施工時遭遇到如高外水壓及高壓涌水、高地應力及巖爆、高地溫、高瓦斯有害氣體等一系列地質災害問題,這成為制約深埋隧洞建設快速發展的主要因素。
  4. This paper introduces the latest progress of high level radioactive waste disposal programs in the world, and discusses the key scientific issues as follows : ( 1 ) the precise prediction of the evolution of a repository site ; ( 2 ) the characteristics of deep geological environment ; ( 3 ) the behaviour of deep rock mass, groundwater and engineering material under coupled conditions ( intermediate to high temperatures, geostress, hydraulic, chemical, biological and radiation process, etc ) ; ( 4 ) the geochemical behaviour of transuranic radionuclides with low concentration and its movement with groundwater : and ( 5 ) the safety assessment of disposal system

    在介紹國內外最新研究進展的基礎上,重點討論高放廢物地質處置的若干關鍵科學問題:處置庫場址地質演化的精確預測、深部地質環境特徵、多場耦合條件下(中(高)溫、地殼應力、水力作用、化學作用、生物作用和輻射作用等)深部巖體、地下水和工程材料的行為、低濃度超鈾放射性核素的地球化學行為與隨地下水遷移行為及處置系統的安全評價。
  5. 3d geostress regression analysis method and its application

    三維地應力回歸分析方法與工程應用
  6. Design method of bolt support for coal seam roadway based on geostress

    以地應力為基礎的錨桿支護設計方法
  7. Study on fitting initial geostress field with displacement boundary conditions

    採用位移邊界條件擬合初始地應力場的研究
  8. Displacement boundary technique for simulation of initial geostress and its application

    位移邊界模擬初始地應力的方法及其應用
  9. It can increase the automation in the fem analysis of 3 - d geostress field in oil field

    油氣運移為水平加垂向的混合模式。這些部位也是裂縫相對發育區。
  10. Therefore, it is very important to study the field of geostress in oil field

    研究表明,地應力場和油氣分佈有密切的聯系,因而油田應力場的研究十分重要。
  11. Comparison of geostress measurement between ae method with stress relief by overcoring in silin power station, guizhou province

    法與套心法地應力測量結果的比較
  12. It can reflect mechanical characteristics of geological model for the field of geostress in the oil field correctly and truly. it has very high efficiency also

    它能較準確地反映油田應力場地質模型的力學特性,精度高,也有很高的效率。
  13. At other hand, the importance of geostress to rock engineering stands out increasingly. the technology of measuring geostress is developed increasingly too

    另一方面,地應力對于巖石工程建設的重要性日益突出,地應力測量技術的發展日新月異。
  14. There are few great depth, high external waterpressure and high geostress tunnels engineering and few researches on this up to present. thus, there will be many challenges in construction of the tunnels

    如此大埋深、高外水壓力、高地應力下的隧洞工程建設目前還很少有同類工程可資借鑒,這方面的研究也不多見。
  15. Macroscale inversion analysis of measured displacements in tunnel, slope and dam is studied detailedly according to inverse formulation method and direct formulation method. aimed at inverse problem for identifying original geostress parameters and stru - ture modulus of rock, linear hypothesis for shear stress field of slope is proposed. structural model of transversely isotropic medium is constructed

    針對逆源(初始地應力)和逆介質(巖層結構模量)的識別問題,提出了地層剪應力場的線性假定,構造了橫觀各向同性體的結構性計算模型,應用了逆定式化有限元反演方法,快速地搜索到了被識別參數的最優值。
  16. Inversion analysis of measured displacements is used extensively in geotechnical engineering, structural engineering, information construction, and trauma diagnosis, etc. in this dissertation, parameters identification of original geostress and medium physical property in cavern, slope, tunnel and dam are taken as a cut - in point. macroscale inversion analysis of displacements and numerical solutions of inverse problems of mechanics are researched profoundly. scientific theories of multiscale problems are connected with numerical inversion approaches

    本文以地下洞室、邊坡工程、隧道工程與大壩等領域的初始地應力參數和介質物性參數識別為切入點,對宏觀尺度位移反演分析和力學反演問題數值求解方法進行了比較深入的研究,並將多尺度問題科學理論和反演數值方法聯系起來,初步探討了結構性承載材料(如巖石、骨材料等)的多尺度力學模型及其反演方法。
  17. ? round fracture in the equable geostress band, there are geostress varied phenomena ; there are local high geostress bands in the effected band, especially at the position of apparent landform chance

    在應力平穩帶內斷層帶附近,存在應力分異現象;而在淺表生改造影響帶內,尤其是地形有明顯變化處,存在應力局部增高帶。
  18. The region belong to high geostress area. in the preceding excavation of 4km long exploratory tunnel, several bigger flows had taken place. the maximal flux approached 4. 91m3 / s and the maximal water pressure is 10. 22mpa

    在前期4km長探洞施工過程中,曾發生多次較大涌水,單點最大涌水量達4 . 91m ~ 3 s ,長探洞封堵后最大水壓力達10 . 22mpa ,工程區高外水壓力問題突出。
  19. ( s ) weathering and unloading action which are the two main exogenous process is active in epigenetic - surface. so, although one is different with the other, they are associated with each other closely and are cntrolled by geostress and seepage fields. in fact, weak weathered zone corresponds to weak load - off one, strong weathered zone corresponds to strong load - off one in virtue of result of this dissertation. ( 6 ) rock mass is a geologic body which is composed of rock and structural plane. and under the condition of geostress. temperature and seepage fields, correspondingly. studying weathering should pay attation to the aspects of rock, structural plane and fields. according to this. the author subdivises rockmass weathering into rock weathering and structural weathering, ulteriorly, the dissertation studies rockmass weathering from three aspects as follows : ? ock weathering : aberrance degree of mineral and physical mechanical performance of weathered rock ; ? e have already knew that weathering action damage the integrity of rock mass, but few applies it to engineering practice. the dissertation is based on trend o

    本文研究結果為弱卸荷與弱風化大致對應、強卸荷與強風化大致對應; ( 6 )巖體是由組成它的巖石與缺陷賦存於一定環境場中的地質體,據此本文將巖體風化細劃為巖石風化與結構面風化,並進而將表徵巖體風化的指標相應地歸結為三個方面來加以研究並應用於工程實踐,這就是:對于巖石風化,主要為礦物的變異程度與風化巖石的物理力學性能研究:雖已認識到風化作用破壞了巖體完整性,但將該理論應用於巖體風化分帶卻不多見,本文即從淺表部位硬性結構面間距、條數、跡長、塊度等隨遠離臨空面的變化規律來研究巖體風化分帶:不同風化、卸荷程度的巖體實際處于不同環境場中,彈性波速變化與特定環境場相對應,因而是反映巖體風化、卸荷的綜合因素。
  20. In response to the limitation of conventional index for stability and optimal design of underground rockmass engineering with high geostress and the drawbacks of conventional energy release rate ( err ) rockburst index based on linear elastic theory without brittle failure phenomenon, local energy release rate ( lerr ), a new rockburst index is proposed

    摘要針對地下工程穩定性分析與優化的常規指標在高地應力條件下的局限性及傳統的能量釋放率巖爆指標把巖體看成不發生脆性破壞線彈性體的不足,提出局部能量釋放率新指標。
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