F - faultage 中文

faultage 〔集合詞〕【地質學；地理學】斷層。

faultfinder
Through the all - sided tectonic analyses , it can be deduced that there are two aspects will be the hidden defects to the dam and the engineering stability of the reservoir area . one is the dislocation interfaces resulting from the the majiaheba faultage ' s thrusting overriding and other causes of formation . the second is the region of strong deformation , such as the above of the dam , middle and high positions of the lava layers and the regions of overprint of the structure of ne to the one of nw , which should be taken into account especially 通過區域和壩區錯動帶的全面構造解析，認為由馬家河壩斷層逆沖推覆作用而在壩區形成的向金沙江下游緩傾的錯動帶以及其它成因的錯動帶是壩區和庫區工程穩定的隱患，尤其是變形較強的壩址區上游區、中高層位以及北西向構造期的錯動帶疊加于北東向構造期錯動帶的部位，更應該引起足夠的重視。
Based on the practice and the research on theory of tectonic geology , the geophysical technique , including probing into the base of the well , is adopted to confirm the distribution of the position of the 儲層， the degree of finestra , the rate of penetration , while to be used to analysis of the crack and the faultage . , which is a kind of technique used for confirming position 在構造地質學理論研究和實踐的基礎上采用地球物理技術（包括地球物理測井）進行儲層層位的分布，孔隙度、滲透率的確定以及裂縫、斷層的定量、定性分析，這是一種先進的確定地址的技術。
17 - year involvement in teaching , scientific research and clinical practices , accumulated rich experience ; among the thesis issued , “ hypothyroid follicle cancer skull transfer “ was selected into the “ medical library “ by ministry of health , with 20 - year experience , has a profound research on the neurosurgery diagnosis and therapy and attainment of faultage anatomy of brain and spinal cord , ci and mri pictures , firstly carried out microscope neurosurgery operation in north guilin which improved the opreational heal rate and reduced complication and sequela after operation ; rated as “ model worker “ and “ top 10 physician “ for nine times 經過十七年的教學，科研臨床實踐，積累了豐富的經驗，發表的論文中，甲狀腺濾泡癌顱骨轉移一文已入選衛生部的醫學文庫，累積近20年的經驗，對神經外科疾病的診斷，治療有較高造詣，對腦及脊髓的斷層解剖ct mri圖片有較高的成就，率先在桂北地區開展了顯微神經外科手術，提高了手術的治愈率，減少了手術并發癥后遺癥。曾九次評為醫院先進工作者及十佳醫師。
In this paper , based on simulation modeling laws of geometry , constitutive relations , stress conditions and construction , a simulative calculation model has been proposed by considering the mechanical problems during the underground chamber construction and adopting constitutive models of enveloping type which can consider elasto - plastic materials and their cracking . the model can describe rock multi - media characteristic consider the interrelation of shoring structure and stratum reflect some influencing factors , for example : faultage interlayer joints , construction process and so on 本文結合地下洞室工程施工過程中的力學問題，基于幾何、本構、應力狀態和施工過程等四方面仿真建模的原則，采用可以考慮材料彈塑性和開裂的包絡型本構模型，建立能描述巖體多介質的特點和能考慮隧洞支護結構與地層的相互作用，同時能反映斷層、夾層、節理裂隙以及施工全過程等影響的巖體結構仿真計算模型。
( 3 ) by choosing core faultage of axial site in luohu fracture zone i . e . geological cross section in huangbeiling faultage f8 as geological model and utilizing finite element numerical method , change tendency of huangbeiling faultage f8 under self - weight stress and building loads is stimulated . and long - term development trend of fracture zone is also predicted , which has an important guiding meaning for works of geological disaster prevention in district of luohu jiancheng ( 3 )選取羅湖斷裂帶軸部的核心斷層?黃貝嶺f8斷層地質剖面作為地質模型，利用有限元數值方法模擬了黃貝嶺f8斷層在自重應力和建筑物荷載共同作用下的變化趨勢，預計出斷層帶的長期發展趨勢，這對羅湖建成區的地質災害防止工作有重要的指導意義。
Engineering disaster of faultage fracture zone is a subject of extreme complication and momentously economic implications . how to construct projects and sustain its stability economically and effectively in such geological circumstance is always a problem fuzzing many experts in rock mechanics and engineering geology 斷層破碎帶的工程災害是個極為復雜且具有重大經濟意義的課題，如何才能做到經濟有效地在這類地質環境中進行工程建設并維持其穩定性，一直是困擾廣大巖土力學和工程地質工作者的一個難題。
Finally , take xiaowan arch dam for example , create modeled and fem simulation analysis was performed , analyse the stress and displacement of the body and abutment of the dam and the infection of the faultage on the body of the dam under the normal work state analysis margin of security to dam bedrock in method of reduce intensity of dam bedrock 以小灣拱壩為例，進行三維非線性有限元仿真分析，分析其在正常工況下壩體、壩肩應力位移及斷層對壩體影響情況。而后用降低強度法對壩體基巖的安全貯備進行分析。
Based on abroad consultations and studies on national and foreign related datum , mainly taking shenzhen luohu fracture zone for research object , and by means of analysis on locale monitoring datum analysis , laboratory routine rheopectic testing , finite element numerical simulation and appraisal of gis stability , a few of conclusions can be summarized as the following : ( 1 ) analyzing present and past geological reconnaissance datum and reports of stability appraisal in luohu jiancheng district and synthesizing a mass of crustal stress monitoring datum and huangbeiling faultage f8 monitoring datum , and combining closely with practical engineering activity in luohu district , characteristics of crustal stress distribution is deeply discussed , which has an important guiding meaning for studying region stability and underground structure safety in luohu district 本文在廣泛查閱、研究國內外有關資料的基礎上，主要以深圳羅湖破碎帶為研究對象，通過現場實際監測資料分析、室內常規流變試驗、有限元數值模擬以及基于gis的穩定性評價，可以得到以下幾點結論： ( 1 )分析了羅湖建成區以前和現今的地質勘察資料、穩定性評價報告，綜合大量的現今地應力監測資料和黃貝嶺f8斷層監測資料，緊密結合羅湖建成區的實際工程活動，深入探討了羅湖區的地應力分布特征，這對于研究羅湖地區區域穩定性和地下建筑物的安全性具有重要的指導意義。
The results of reserch work show that the area of ca012 , ca031 , ca060 and the area near the shi - cun faultage are adventage exploratory targets . the succeed possibillity is bigger . but it has the high venture in all . it is suggested to frac - pack , to drill directional well to test oil in steam stimulation 研究結果表明：位于火山口附近的草12井區和草31井區、草60井區、石村斷層附近是比較有利的勘探目標，勘探成功的可能性較大，建議利用壓裂引效、鉆定向井的方法進行熱采試油，并開展全區測井約束地震反演，對油氣成藏進行更全面的評價。
The dislocation interfaces of early stage were controlled by the slide of the ne fold . the dominant dislocation interfaces , in the dam area , is the one of the second stage , which resulted from the slide of the lava layer and lagerkluftes from nw to se because of the affect of the majiaheba faultage ' s thrusting overriding to the dam area from nw to se . the dislocation interfaces of the third stage were the result of the overprint of the structure of ne to the one of nw 早期階段形成的錯動帶受控于北東向縱彎褶皺的層間彎滑機制；第二階段形成的錯動帶在壩區占主導地位，它們是由于北東向馬家河壩斷層由北西向南東的滑脫逆沖推覆影響壩區，并造成壩區向南東緩傾的巖層沿原生構造面向南東滑動的結果；第三階段形成的錯動帶則是由于北西向構造疊加于早期北東向構造之上而致。
The coexistence mechanisms of industry populations are mainly discussed in terms of small spatial scale : the latent species pool coexistence mechanism in a specific temporal and spatial scope ; the coexistence mechanism under the condition of niche regeneration caused by competitiveness ; the coexistence mechanism under the condition of the formation of adaptive temporary niche caused by similar competitive capability ; the pre - occupied and lottery coexistence mechanism under the condition of the faultage of resources ; the coexistence mechanism through transfer and diffuseness in the heterogeneity survival environment 上述機制完備地闡釋了產業族群的競爭共存現象，其中，斷層預占在報酬遞增規律支配下的新經濟時代具有重要的價值，而“以創新的方式形成相似的競爭能力是產業族群競爭共存的重要條件”等結論同樣是令人感興趣的。
In this paper , based on simulation modeling laws of geometry , constitutive relations , stress conditions and construction , a simulative calculation model has been proposed by considering the mechanical problems during the underground tunnel ' s construction and adopting constitutive models of enveloping type which can consider elasto - plastic materials and their cracking . the model can describe rock multi - media characteristic consider the interrelation of shoring structure and stratum reflect some influencing factors , for example : faultage interlayer joints , construction process and so on 本文結合地下隧洞工程施工過程中的力學問題，基于幾何、本構、應力狀態和施工過程等四方面仿真建模的原則，采用可以考慮材料彈塑性和開裂的包絡型本構模型，建立能描述巖體多介質的特點和能考慮隧洞支護結構與地層的相互作用，同時能反映斷層、夾層、節理裂隙以及施工全過程等影響的巖體結構仿真計算模型。
( 4 ) utilizing gis , mapbasic 7 . 0 technique , and combining with usual software of maplnfo 7 . 0 , ansys , autocad , surfer , appraisal systems and measures of faultage stability in shenzhen luohu jiancheng district basing on gis is established preliminarily . on the condition of mankind project activity , stress and deformation analysis on geological surface of huangbeiling faultage f8 are conducted to some extent . and influence law of mankind project activity on fracture zone stability is concluded , which has an important guiding meaning for building designing and city planning district of luohu future ( 4 )利用gis技術，應用mapbasic7 . 0 ，再結合mapinfo7 . 0 、 ansys 、 vb 、 autocad等工具軟件，初步建立了基于gis的羅湖建成區斷層穩定性評價系統，在考慮人類工程活動影響的情況下，對黃貝嶺f8斷層地質剖面進行了變形和應力分析，得出人類工程活動對斷層帶穩定性的影響規律，這對羅湖地區今后的建筑設計和城市規劃有重要的指導意義。
This thesis analyzes substantial reasons of the phenomenon of tunnel f4 faultage and water bursting and it also invesitages and proposes relative processing principals , specific measures , effective methods of constructions and technical requirements 摘要針對隧道f4斷層涌水現象，深層次的分析原因，根據實際工程水文地質情況提出處治原則、具體措施及施工程序、工藝、要求，并進行了深入探討。
The nappe structures made the faultage in this area developed . the faultage is along or close to meridional direction , and it offered favorable conditions for the formation of the mineralizing fluid 推覆構造使得該區斷裂、斷層發育，主要以南北向或近南北向斷裂為主，斷裂帶的發育為流體的形成提供了有利的條件。
The applications contains computing mountain x ' s coordinate and the lines of resistance , querying the database of faultage , joint and the information of mining engineering 應用程序包括x山的平面直角坐標和高程求解、抵抗線求解、斷層及節理信息查詢數據庫、工程資料查詢數據庫等。
Based on the equivalent continuum model and the characteristics of fem utilized , the method of latent complex - material element was firstly introduced to simulate the faultage 在擬連續介質模型的基礎上，充分利用有限元法的特點，首次提出用隱式復合材料單元法對主要斷層進行模擬。
Ground tensile deformation and asymmetry sedimentation are caused by slow creepage of faultage fracture zone , which brings great damage effects to ground buildings 斷層破碎帶的緩慢蠕動將引起地面的拉張變形或不均勻沉降，對地面建筑物有巨大的破壞作用。
The calculation of the intersection curve of terrane and faultage is a key to model faultage . to solve this problem , moving method and extending method are presented 針對斷層建模的關鍵問題即求取斷層交線的問題，提出了兩種方法：移動法和延伸法。

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圖片	移動背景圖固定背景圖重製上傳圖片

faultage

faultage 〔集合詞〕【地質學；地理學】斷層。

faultfinder

Ground tensile deformation and asymmetry sedimentation are caused by slow creepage of faultage fracture zone , which brings great damage effects to ground buildings 斷層破碎帶的緩慢蠕動將引起地面的拉張變形或不均勻沉降，對地面建筑物有巨大的破壞作用。

The calculation of the intersection curve of terrane and faultage is a key to model faultage . to solve this problem , moving method and extending method are presented 針對斷層建模的關鍵問題即求取斷層交線的問題，提出了兩種方法：移動法和延伸法。