foundation bearing capacity 中文意思是什麼

foundation bearing capacity 解釋
工基承載力
  • foundation : n 1 建設，創設，創立。2 基礎，根本；根據；地基，地腳。3 基金；捐款；用捐款創辦的事業；慈善機關；...
  • bearing : n 1 忍耐，忍受。2 態度，舉止，風采，姿態。3 關系，影響，方面，聯系 （on; upon）; 意義。4 〈常 pl ...
  • capacity : n 1 包容力，吸收力，收容力。2 容積，容量；【電學】電容，負載量。3 能力，才幹，本領；性能，機能。4...
  1. It can be said that the solution to the space problem of limit load and the calculation of foundation bearing capacity for deformed groundwork have some academic and scientific value. the dynamic pile testing of foundation and batholith as well as deep well load testing system has been put into use in real work environment and gained some social and economic benefit

    本文關于界限荷載的空間問題解答，考慮地基變形的地基承載力工程演算法具有一定的學術價值；本文中的地基（及巖基）承載力動測法及深井載荷試驗系統已在工程實踐中應用，並取得了較好的社會和經濟效益，具有一定的工程實用意義。
  2. Now there are many inspecting method of compound foundation bearing capacity, but most of them are base on the static load test or the original place test to obtain the compound foundation bearing capacity. these methods are time - consuming and laboursome, and they ca n ' t give the compound foundation a wide - ranging, integral inspection and evaluation

    目前，關于復合地基承載力的檢測方法有很多，但大多採用靜載試驗或原位測試方法獲取復合地基承載力，費時費力，而且不能進行大面積、整體的檢測和評價。
  3. According to the calculation formula of the ratio of pile and soil of compound foundation bearing capacity, and base on the calculation formula of the ratio of pile and soil given in this thesis, the relation model of rayl eigh wave velocity and gravel pile compound foundation bearing capacity is deduced

    根據復合地基承載力應力比計算公式，基於本文提出的應力比計算模型的基礎上推導了瑞雷波速和碎石樁復合地基承載力之間的關系模型，建立了日本模型、武漢地區模型、下遼河平原模型三種模型的碎石樁復合地基承載力計算公式。
  4. Based on the result of the comparision static penetrat ion test and field vane shear test before and after the treatment of soft founda tions for a experimental section, and based on four static loading tests for two single piles and two composite foundation, behaviors of soil among piles before and after the construction of powder - spray piles and the pattern of the ch ange of the stress ratio between piles and soil are studied, a new determination met hod for bearing capacities of cement powder - spray piles and composite foundati on is proposed, and the formula for calculation of composite foundation bearing capacity are revised

    基於某試驗路段軟基處理前後靜力觸探、十字板試驗的對比測試和對兩根單樁、兩處單樁復合地基進行的4次靜載試驗，研究了樁間土性狀在施工水泥粉噴樁前後的變化和樁土應力比的變化規律，提出了根據靜載試驗確定粉噴樁及其復合地基承載力新的取值方法，並修正了復合地基承載力的計算公式。
  5. Abstract : based on the result of the comparision static penetrat ion test and field vane shear test before and after the treatment of soft founda tions for a experimental section, and based on four static loading tests for two single piles and two composite foundation, behaviors of soil among piles before and after the construction of powder - spray piles and the pattern of the ch ange of the stress ratio between piles and soil are studied, a new determination met hod for bearing capacities of cement powder - spray piles and composite foundati on is proposed, and the formula for calculation of composite foundation bearing capacity are revised

    文摘:基於某試驗路段軟基處理前後靜力觸探、十字板試驗的對比測試和對兩根單樁、兩處單樁復合地基進行的4次靜載試驗，研究了樁間土性狀在施工水泥粉噴樁前後的變化和樁土應力比的變化規律，提出了根據靜載試驗確定粉噴樁及其復合地基承載力新的取值方法，並修正了復合地基承載力的計算公式。
  6. 2. the design of cement power - sprayed is introduced in the thesis including composite foundation bearing capacity design, the checking computations of underlayer strength and composite foundation deformation

    介紹了粉噴樁設計，即粉噴樁復合地基的承載力的設計計算，下臥層強度和復合地基變形驗算，並對粉噴樁的設計思路作了歸納。
  7. Fuzzy evaluation of loess foundation bearing capacity

    黃土地基承載力的模糊評判方法
  8. It gives the detailed description of its construction techniques, testing items and control standards etc. by means of relevant data, this paper probes into some problems relevant to foundation treatment by dynamic consolidation including the determination of effective strengthening depth, tamping energy level, tamping point location and rational inters pace, the selection of tamping times, the calculation of foundation bearing capacity the verification of calculating formulae, and the application of dynamic consolidation eliminating the ground

    本文通過對有關數據的分析，對強夯法加固地基的一些問題進行了探討，包括有效加固深度、夯擊能量、夯點、合理間距及夯擊遍數的確定，控制參數的選用，地基承載力的計算、消除地基土濕陷性方面的應用等。
  9. On account of most of the existing research was limited in single pile and single pile with a cap. this paper has done six single pile, one single pile, one three piles composite foundation and two - origin foundation static load experiments and obtained the principal value. the author found the formula in the code is vaguely in deals with the origin foundation bearing capacity and its reduction coefficient. two pieces of advice were put forward to improve the formula and achieved satisfied results in fact engineer construction

    水泥土樁復合地基研究的困難，在於其非均一性的特點，鑒於前人的研究工作多局限在單樁及單樁復合地基，本文進行了六組單樁，單樁與多樁復合地基、天然地基各兩組的靜載荷對比試驗，得到了三者承載力的基本值，指出了有關規范復合地基承載力公式中的天然地基，取值不明確，不利於實際應用。
  10. Contrast to such original place test method as static load method and drilling method, the method that applying transient rayleigh surface wave to inspect the compound foundation own many virtues as low cost, high efficiency, non - destruction, and it also can save much labour and effort. furthermore, it can implement the large - wide and comprehensive inspection and evaluation of compound foundation bearing capacity

    與靜載試驗、鉆孔法等原位測試方法相比，瞬態瑞雷波檢測復合地基技術具有成本顯著降低、效率高、無破損等特點，可節省大量的人力物力，從而可以實現復合地基承載力大范圍、全面的檢測和評價，打破以往只能局部抽檢的局面。
  11. In the thesis domestic and foreign relation model of standard penetration blow count and shearing velocity, standard penetration blow count and deformation modular, shearing velocity and foundation bearing capacity are analyzed. on base of these analysis a new calculation model that applying rayleigh wave velocity to calculate the stress ratio of pile and soil between piles is established. because of the difference of region and soil character, the new model own three branch model, ie, japan model, wuhan model, xia liaohe mo del, in three different conditions

    文章通過分析國內外標準貫入擊數與剪切波速、標準貫入擊數與變形模量、剪切波速與地基土承載力之間的關系模型，並考慮到地區性和土質類別的差異，分別選用日本公路橋梁抗震設計新規程模型（日本模型） 、武漢地區模型、下遼河平原模型三種模型建立了新的樁土應力比計算模型? ?應用瑞雷波速求解樁土應力比之間的計算模型。
  12. ( 5 ) the governing object function and two boundary condition : settlement and foundation bearing capacity are developed in the optimization design of the pcc pile composite foundation

    （ 5 ）建立了pcc樁復合地基優化設計的目標控制函數和兩個約束條件：沉降控制條件和承載力校核條件。
  13. It is not always good at increased the cement ratio ; sometimes it is even harmed to the strength of the pile. the strength of the pile must matches the strengths of the origin soft foundation. improved fixing methods of strain meter and how to calculate the deformation modulus, the load transfer behavior of cement - soil pile, the compound foundation bearing capacity, pile - soil stress ratio with the increasing of the load are analyzed and studied

    本文通過分析和試驗分析，提出樁間土天然地基承載力標準值的取值方法、樁間土承載力折減系數取值方法，這和實測結果很接近；並得出提高復合地基置換率是提高復合地基承載力有效途徑，並具體比較了單樁復合地基和三樁復合地基提高天然地基的承載力的數值，並驗證樁體強度應和天然軟基相匹配，指出盲目提高樁體強度是不可取的，有時甚至偏於不安全，這對于當前的建設是很有意義的。
  14. Composite foundation is a effective treatment method of soft ground, of the composite foundation, long - short - pile composite foundation can excavate the potential of the ground layer and availably increase foundation bearing capacity and control its settlement, so geotechnical circles have paid close attention to the long - short - pile composite foundation

    復合地基是一種行之有效的軟土地基處理方法，其中長短樁復合地基因其能充分挖掘地基土層的潛能並有效地提高地基承載力和控制地基沉降而引起巖土工程界的廣泛關注。
  15. Microstructure characteristics and foundation bearing capacity of loess

    黃土的組分及微觀結構特徵與地基承載力
  16. Research on calculation of relibility analysis for pile foundation bearing capacity

    樁基承載能力的可靠性分析計算研究
  17. Calculation method of foundation bearing capacity based on division in loess area for highway engineering

    黃土地區公路工程地基承載力分區計算方法
  18. As an important way of foundation treatment, grouting is one of the key technical measures to increase foundation bearing capacity and integrity, thus to enhance impermeability in the construction of hydroelectric projects. and the traditional grouting methods and techniques have many shortcomings

    在水利水電工程建設中，灌漿作為基礎處理的重要方法，是提高地基的承載力和整體性，增加抗滲能力的關鍵技術措施之一，而常規灌漿方法和工藝存在較多的缺點。
  19. Based on the field test, the formula for calculation of composite foundation bearing capacity in the criterion are revised, and the reasonable method to detertemine the correction coefficient is also discussed. the visual vb program is work out to analyze the stress ratio, and the p - n curve method to determine rushed stone pile composite foundation is proposed

    此外通過對實測數據的綜合觀察分析，修正了現行規范中的復合地基承載力計算方法，對修正系數的合理確定進行了討論；編制了可視化vb程序；對復合地基承載過程中應力比隨荷載的變化規律進行探討；並依據臨長高速公路試驗研究結果，導得了確定碎石樁復合地基承載力的p - n曲線法。
  20. Three models, ie, japan model, wuhan model, xia liaole model about gravel pile compound foundation bearing capacity are established. to verify the three model established above, the calculation results are contrasted to the result of static load test base on such three yard as langfang city law building, sanhe city huatai garden building b, sanhe city north pass

    為進一步對本文提出的計算模型進行檢驗，文章以廊坊市檢察院辦公樓、三河市華泰花園b座、三河市北關三個碎石樁復合地基場地為基礎，通過和靜載荷試驗結果進行對比，對所建立的模型進行驗證。
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