沉陷計 的英文怎麼說

中文拼音 [chénxiànjì]
沉陷計 英文
subsidence recorder
  • 沉 : Ⅰ動詞1 （沉沒; 墜落） sink 2 （沉下 多指抽象事物） keep down; lower 3 [方言] （停止） rest Ⅱ形容...
  • 陷 : Ⅰ名詞1 （陷阱） pitfall; trap2 （缺點） defect; deficiency Ⅱ動詞1 （掉進） get stuck or bogged do...
  • 計 : Ⅰ動詞1 （計算） count; compute; calculate; number 2 （設想; 打算） plan; plot Ⅱ名詞1 （測量或計算...
  • 沉陷 : 1. （下陷） sink; cave in 2. （沉降） sinkage; downpunching; depression; subsidence; [建築] settlement
  1. Design on mine 3d mining subsidence prediction system base on idl

    的礦山三維開采沉陷預測系統設計
  2. Self - contained forecast model of mining subsidence

    礦山開采沉陷的完備預計模型
  3. Ground subsidence predictions for highway underlaying multiplayer goaf

    高速公路下伏多層采空區地表沉陷的預計評價方法
  4. Based on the example of south dump slope of anjialing open colliery in pingshuo, the rule of surface subsidence was studied using flac ( superscript 3d )

    摘要為研究露天煤礦排土場邊坡下采動沉陷規律，結合平朔安家嶺露天礦南排土場邊坡的實例，採用flac （上標3d ）程序進行了數值模擬計算。
  5. The settlement isoline map, based on subsidence prediction in mining area, is difficult to be directly applied to land planning in mining area and mgis analysis due to its different data structure from digital terrain map

    摘要基於開采沉陷預計的採煤區下沉等值線圖不便於直觀地反映礦區地形的動態變化，其圖形數據結構與數字地形圖存在差異，難以直接用於規劃設計和礦區gis分析。
  6. Obtaining of parameters of surface subsidence prediction

    地表沉陷預計參數求取及其分析
  7. The collapsible loess is often met during the construction of the high - grade highway in the loess area, and the main failure is the uneven subsidence of the roadbed and the culvert, which affects the safe usage of the roadbed and the culvert, etc. directed against this, based on the chankou - lanzhou freeway construction, the paper analyzes the application of the composite ground formed by lime - soil pile under the bridge and designs the project, discusses the rules of the contact pressure, the stress ratio of the pile and the soil, compares the p - s curves of one pile, the composite ground formed by one pile and the composite ground formed by two piles based on the in - situ plate loading test, evaluates the bearing capacity of the composite ground of the project

    黃土地區的高等級公路建設中經常遇到濕陷性黃土問題，其病害類型主要是地基土受水浸濕后引起路基、橋臺、涵洞等的不均勻沉降，直接影響路基、構造物等的正常使用。針對此問題，本文依託甘肅讒口至蘭州柳溝河高速公路建設工程，對橋基灰土樁復合地基應用的可行性進行了深入分析，根據具體工程進行了合理的設計與計算，並配合現場靜載荷試驗及壓力盒實測數據，探討了基底應力分佈規律，樁土應力比，變形模量的變化關系，對比分析了單樁、單樁復合和雙樁復合的p ? s關系，對橋基灰土樁復合地基承載力進行了整體評價。
  8. Whereafter, based on the analysis on the flood influence for traffic lines, the research is centered on the following parts : firstly, the destroying modes, reasons and mechanism of flooded lines are discussed, and the frameworks and countermeasures of preventing and controlling hazards system are put forward ; secondly, the ways of region forecasting for the landslide are analyzed and the automation of landslide forecast for certain site through visual programming is realized. furthermore, the function of dynamic segmentation in arc view is made use of to realize the forecast result ' s visualization ; thirdly, the reasons and patterns of roadbed subsidence are discussed and the methods of forecasting subsidence based on the gm ( 1, 1 ) model are put forward. then the applications of the arcview software and its extended module on the study of roadbed subsidence are debates upon ; fourthly, an analysis on the sources of flood for traffic lines, which situate in the reservoir coverage area, is given

    接著，論文探討了山區交通線路災害的特點、分類、時間和空間分佈規律以及災害的防治原則和對策等；然後，以洪水災害對交通線路的毀壞為主線，重點研究和分析了以下幾個問題：第一，探討了洪水對交通線路的破壞方式，水毀原因以及水毀機理，並提出了交通線路水毀防禦系統框架和對策；第二，分析了雨季邊坡塌方災害的區段預測方法；通過可視化編程，編制了雨季邊坡塌方災害的工點預報程序，並結合arcview實現了預測結果的可視化；第三，對路基沉陷原因和模式進行了分析，並提出利用gm （ 1 ， 1 ）模型對路基沉陷區進行分析和預測，最後論述了arcview軟體及其擴展模塊在沉陷區研究分析中的應用；第四，對汛期庫區線路災害的原因進行了分析，並探討了利用數量化理論對路基防護工程抗洪能力進行預測的意義；第五，提出從風險的角度對交通線路的防災減災進行管理，對風險估計的相關問題進行了論述，並探討了交通線路水害危險區段的劃分問題。
  9. In view of a suburb major trunk road pavement failure, mainly from surface depression, cracking and slipping, water destruction, design failure, this paper analyzes the cause of destruction, proposed the preventive measure, to avoid the early destruction of the pavement, thus enhancing the quality of the road surface and lengthening the service life of the road

    摘要針對市城郊某主幹道的路面破壞現象，主要從路面沉陷、裂縫和滑移、水破壞、設計不合理等幾個方面分析瀝青路面產生破壞的原因，同時對應地提出了瀝青路面破壞的預防措施，以此引起廣大道路設計人員與施工人員的重視，避免瀝青路面的早期破壞，從而提高路面的使用質量和延長道路的使用壽命。
  10. The article summarized the basic conditions of ningdong coal mining areas, calculated the numerical imitation of ground subsidence, gave the calculation formulas of the deformation volume, summarized the subsidence laws of the coal mining areas, and simply analyzed the causes and features of the ground subsidence

    摘要在概述寧東採煤區基本情況的基礎上，對其地表沉陷進行了數值模擬分析計算，給出了采區沉陷各變形量的計算公式，總結了其沉陷規律，簡析了地表沉陷的成因與特點，為綜合治理提供依據。
  11. According to the design of the reinforced scheme, the problems mentioned in the design courses, such as the characteristics of damagement, the rules of the repairment, the methods of reinfocement, are discussed in this paper

    摘要通過沈陽市採煤沉陷區的加固方案設計，對在設計過程中涉及到的破壞特點、修復原則、加固方法等問題進行了相應的探討。
  12. Study on the forecasting and maintenance system of special railway subsidence in mine area

    礦區專用鐵路開采沉陷預計及治理系統研究
  13. In order to accurately calculate the mining induced subsidence in thick alluvium areas so as to decrease the mining damage and environment disruption, the calculation of surface subsidence caused by water loss of clay was discussed based on probability integral method and used in a real case

    摘要為了更加精確地計算厚沖積層礦區的煤礦開采沉陷問題，減小采動損害與環境破壞，基於煤礦開采沉陷計算的概率積分法，探討了由於黏土體失水引起的地表沉陷計算問題，推導了黏土體失水引起的地表下沉計算公式，並應用於煤礦實際地表沉陷，加以分析論證。
  14. Estimation and harnessing of surface subsidence under mining area ' s railroad a expert system

    礦區鐵路開采沉陷預計及治理專家系統研究
  15. As soon as the tunnel boring machine advances 1m forward, 6 pieces of pre - cast concrete segment are fabricated and forming a ring with internal diameter of 5. 6m to support soil outside, while simultaneous back - filling and 32 - hole chemical grouting injector equipment installed with tunnel boring machine consolidating soil instantaneously to enhance the soil strength. the tunnel boring machine is also equipped with guided top gyroscope and true circularity retaining device for construction accuracy

    其中值得一提者，板橋土城線所採用之潛盾機系新型之土壓平衡式機種，具同步背填灌漿之功能，對地表沉陷之控製成效優良，目前已貫通並通過民房及商業區下方之下行隧道其初期沉陷均控制在5mm之內，二次沉陷及最終沉陷平均總量最大亦僅18mm ，遠優于初始設計的警戒值30mm 。
  16. According to the annual production program, predictted the subsidence by probability - integral method, and then advanced the method that restore the irrigation and draining function of the water system on the ground in the subsidence area, it is changing route of ditch and river system reconstruction

    根據張集礦年度開采計劃，對礦區未來可能產生的開采沉陷採用概率積分法進行預計，根據預計結果提出了塌陷區內水系灌溉排澇功能的動態恢復治理方案，即水渠改道和水系重建。
  17. The several ones that have more lager sensitivity to embankment settlement are found out. then, aimed at the traditional three - layer bp network ' s shortages : easily getting into local minimum value and slow convergence, the modification combined momentum method with self - adaptation study velocity is made, and one improved bp network is put forward. finally, according to the results from above sensitivity analyses, the nonlinear model main parameters of each natural layer in roadbed are approximately rectified using the improved bp network technology founded on its stronger nonlinear mapping capacity and the settlement measurements

    採用非線性有限元程序，對鄧肯-張模型中8個參數與路堤沉降的關系進行了詳細分析，找到了影響沉降的主要參數；接著，針對傳統的三層bp網路具有收斂速度慢、易陷入局部極小點等不足，對其進行了修正，提出了改進的bp神經網路模型；最後，根據上述靈敏度分析結果，基於改進的bp網路模型較強的非線性映射能力和前期沉降實測資料，對路基中各天然土層的非線性模型主要參數進行了反分析修正； （ 4 ）路堤沉降計算一維法中考慮應力歷史、側向變形的研究。
  18. In this paper, according to the infection line method, the maximal values ( sefflement, shear and moment ) of the tunnel are calculated by using the theory of beams on elastic foundation

    本文根據彈性地基梁原理，採用計算各截面的影響線方法，按最不利情況加載，得到了最大的反應值（沉陷、剪力和彎矩） 。
  19. In view of the mechanical prediction for mining - caused subsidence, criteria for the optimization of the mechanical predicting model are given and the calculation and analysis of the movement value of mining subsidence have shown that the suggested method is feasible and the most reasonable

    針對開采沉陷的力學預計問題，給出預計的力學模型優化的判別準則，並進行了開采沉陷移動值的計算分析，表明本文所提出的方法是可行及最合理的。
  20. Analysis of space and layer face effects on mining subsidence numerical calculation

    開采沉陷數值計算的空間效應和層面效應分析
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