grouting test 中文意思是什麼

grouting test 解釋
灌漿試驗
  • grouting : 地基處理灌漿法
  • test : n 1 檢驗，檢查；考查；測驗；考試；考驗。2 檢驗用品；試金石；【化學】試藥；（判斷的）標準。3 【化...
  1. Directed against the problem on confirming vertical bearing capacity of large diameter cast - in - place pile in the west of coteau area of yunnan province, the paper, analyses the influence degree of the variety of soil physics and mechanics property in area geology condition on bearing capacity of pile foundation, through 5 piles " loading test ; the influence degree of construction technics on bearing capacity of pile foundation under the influence of every exterior factors ; the influence degree of grouting injection around the pile shaft on bearing capacity of pile foundation

    本文針對滇西山區大直徑灌注樁豎向承載力確定存在的問題，進行了5根試樁的靜載荷試驗，分析了區域地質條件下土的物理、力學性質的變化對橋梁樁基承載力的影響程度；地下水對樁承載力的影響程度；各種外部因素影響下，樁的施工工藝對樁承載力的影響程度；通過在樁體周圍土中注漿對樁承載力的影響程度。
  2. Test of grouting and water injecting technology and its application to extinguishing spontaneous combustion of oil shale foundation soil

    灌漿注水處理油母頁巖矸石地基自燃的試驗與應用
  3. Through tunnel model test, the action law of external water load on secondary lining with a grouting loop is obtained

    根據隧道模型試驗理論，通過室內模型試驗得出了有注漿堵水圈的隧道襯砌結構外水荷載的作用規律。
  4. Inspection of xiluodu hydroelectric power station dam foundation consolidation grouting test

    溪洛渡水電站壩基固結灌漿試驗檢測
  5. Test process of consolidation grouting without ballast in dam foundation of goupitai hydropower station

    構皮灘水電站壩基無蓋重固結灌漿試驗工藝
  6. In situ test and construction of two - shot grouting for waterproof of man - hole - pile

    綜合注漿法在人1挖孔樁施工中的應用
  7. In this section the author analyses the rules of the pile ultimate tip resistance and the shaft friction resistance distribution and their exertion of cast - in - place socketed piles instrumented with strainometers in soft muddy rock. the second aspect of the paper is the analysis on the current rock pile vertical bearing capacity in the four standards gb50007 - 2002, tb 10002. 5 - 99, jtj024 - 85 and jgj94 - 94, then the design method with correlated formula of socketed piles in xigeda - mudstone is given. at the end of this paper, based on the research of pressure grouting technique in recent years, and combined with in - site test result, this paper puts forward the design and calculation method to grouted pile in xigeda - mudstone and the principle of choosing grouting parameters, which provid es experiences for applying this technique and further studying

    本論文結合省級科研項目「西攀高速公路昔格達組泥巖層中鉆孔樁提高承載力的研究」 ，所做的研究工作主要在以下三個方面：一是根據8根樁身內埋設量測元件試樁的單樁豎向靜載荷試驗資料，分析了各試驗樁特別是常規沖孔灌注嵌巖樁在昔格達泥巖中的軸向力、側摩阻和樁端阻力的分佈和發揮規律；二是在討論現行規范對嵌巖樁承載力的計算公式的基礎上，探討了在昔格達泥巖層中的沖孔灌注嵌巖樁的側摩阻和端阻的計算方法，並推薦了相應的計算公式；最後，在吸取近年來對灌注樁后注漿技術研究成果的基礎上，結合現場試驗研究結果，分析了該項技術在昔格達巖層中的應用效果，提出了相應的參數選取，從而為壓力灌漿技術的工程應用和進一步研究提供經驗，並為今後在該地層中合理選用樁型以及指導施工提供了依據。
  8. The grouting test result shows that this technique of pile foundation construction is effective, it can not only increase the upper and skin friction of the cast - in - place pile, but also improve the bearing capacity of the cast - in - place pile, and gain a larger economic benefit for whole project at the same time

    經樁端壓漿實驗結果表明，該技術可以增加鉆孔灌注樁樁端阻力和樁側壁摩阻力，是一項行之有效的樁基施工技術，它可有效提高鉆孔灌注樁的承載能力，同時提高經濟效益。
  9. Based on the static loading test and stress testing of piles in situ of the project " taiyuan second long - distance telegraphic hinge ", some researches below have been conducted in this paper. the paper consists of the following two parts : the comparisons of load transfer feature of the resistance among the four types of piles ( that is, the normal cast - in - situ pile, the cast - in - situ pile with post - pressure grouting, the cast - in - situ pile with expanded - base, the cast - in - situ pile with expanded - base and post - pressure grouting ), the bearing capacity of piles affected respectively by the two types of construction technique

    本文結合某工程的樁基現場靜載荷試驗和樁身應力測試試驗，對比、研究了同一場地中相同樁長的普通灌注直樁、后注漿灌注直樁、擴底灌注樁和擴底后注漿灌注樁四種樁型的承載力特性、樁身軸力和樁側摩阻力的分佈特性，闡述了擴底后注漿樁的樁身軸力傳遞規律和側阻力發揮性狀，分析了擴底、后注漿兩種施工工藝對試樁單樁承載力的影響。
  10. The grouting is the most useful method of the ground treatment, specially to deal with the rock foundation of the dam. because of the concealment, complexity and importance of the grouting project. the grouting test must be done to determine the grouting parameter, such as the grouting technology, the grouting material, etc

    灌漿是基礎處理的常用方法，尤其是建立在巖石基礎上的大壩的基礎處理，由於灌漿工程的隱蔽性、復雜性和重要性，通常需要進行灌漿試驗來確定灌漿工藝、漿材等灌漿參數，而灌漿試驗由於其復雜性、試驗數量的限制等因素難以為灌漿施工提供全面有效、真實的灌漿信息。
  11. Loading test results indicate that the bottom resistance increases by about 100 % after grouting in the pile bottom, and the bearing capacity of the rigid pile increases by about 35 %

    實測結果表明，樁底后注漿處理后，持力層的端阻力提高約100 % ，剛性樁復合地基承載力提高約35 % 。
  12. Application of high - pressure jet grouting test in consolidation works of quting reservoir

    高壓噴射灌漿試驗在曲亭水庫除險加固工程中的應用
  13. A lot of indoor and in - suti test to the properties of the chemical grouting material, especially the properties requested by actual engineering has proceeded. active - diluent of furfural - acetone, low poison hardener. surfactant and a series of formula have been selected by experiment. cw series material has low glue degree, time last of it harden can be adjust, surface tension and contact angle of the material is low

    對漿材性能特別是工程實際對漿材要求的性能進行了大量室內、現場試驗測試，選擇性能優良的糠醛?丙酮活性稀釋劑、低毒憎水性固化劑、表面活性劑及系列漿材配比， cw系漿液粘度、固化時間大范圍可調、表面張力及接觸角小、漿材固化及固結強度高，具有優良的浸潤性能和工藝性能。
  14. Meanwhile, as the depth of grouting and the diffusion radius of the cement in grouting project can be shown by ground penetrating radar images, this technique can become a new non - destructive test technology in dyke and dam grouting projects of the water conservancy department

    同時，根據地質雷達影像特徵可探測灌漿工程的灌漿深度和水泥漿擴散半徑，提出它可作為水利部門堤壩灌漿工程質量無損檢測的一種新的技術手段。
  15. Grouting test of 6 tunnel in the south main line of yellow river division project

    引黃工程南干線6號隧洞灌漿試驗
  16. Curtain grouting test for replacing seepage prevention wall of stage i soil - rock cofferdam of tgp

    三峽工程一期土石圍堰以幕代墻灌漿試驗
  17. For checking the availability and rational of the computing program, the grouting test in - situ of the xiluodu hydroelectric project were simulated and computed, and also simulated the next conditions which the result of the grouting test will be used in

    為檢驗所編程序的合理性和適用性，對溪洛渡工程的現場固結灌漿試驗進行了模擬計算，並對灌漿試驗成果將來運用情況進行了補充模擬計算。
  18. 5. there are 979. 32 meter long to the curtain of the xiangshuiriver reservoir include 879. 32 meter " s long double row curtain ( about 92 percent ) in the original design. by optimizing the design according to the grouting test, the double row curtain was cut down to 245. 66 meter length ( 25 per cent of them ), the density of the bore hole have from 0. 81m / m2 reduced to 0. 64m / m2. total save 4. 47 million rmb cost of the project

    5 、在總長為979 . 32m長的帷幕段中，初設批復方案的雙排帷幕總長為879 . 32m ，占帷幕總長的92 % ，根據灌漿試驗研究成果優化設計后，雙排帷幕長度減少至245 . 「 m ，僅占帷幕總長度的25 % 。
  19. ( 4 ) one row seepage wall, which is formed by sprinkling grouting method, is used to the xiacouba reservoir project for cutting off the way of seepage on the basis of the project condition and grouting test. the results testified that a sound effectiveness of preventing seepage could be attained by the application of the high - pressure sprinkling grouting technology if design paramenter is proper and the construction quality is controlled strictly

    根據工程要求、 _仁質條件及灌漿試驗，本工程選用單排旋噴套接的方式形成防滲墻，實踐證明，只要設計參數合理，施工過程嚴格控制，利用高壓噴射灌漿技術可達到防滲、堵漏的目的。
  20. In this paper the computing program which can simulate the grouting test on the computer has been setup by using she theory of the simulation and computation. and more real available information to the grouting construction can be supplied by using the result of this simulation and the result of the grouting test

    本論文試圖運用工程模擬模擬理論編制計算程序，在計算機上實現對灌漿過程、灌漿成果的模擬，並結合灌漿試驗的成果，對灌漿施工提供盡可能多的、有效的信息。
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