compound pile 中文意思是什麼

compound pile 解釋
組合樁
  • compound : vt 1 使混合,調合,配合;【語言學】復合,合成。2 (通過互相讓步等)解決(糾紛);用錢了結(債務等...
  • pile : n 1 軟毛,絨毛;毛茸。2 (布、絨的)軟面。vt 使起絨。adj d 有絨毛的。n 痔瘡;〈pl 〉痔。 blind pi...
  1. 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。
  2. Abstract : adopting sand pile, plaster pile and cement pile and etc to deal with soft and weak foundation which becomes compound foundation is a common method in foundation treatment

    文摘:採用砂石樁、灰土樁和水泥土樁等處理軟弱地基,形成復合地基,是地基處理中常用的一種方法。
  3. As a foundation pit excavating support technology which is easy and celerity to implement, safe and less cost, soil nailing is getting more and more application to deep excavation construction. however, soil nailing cannot be used in very soft soil or for cases which deformation of the soil nailing has to be strictly limited. to cope with these more difficult situations, compound soil nailing, i. e. a combination of soil nailing with soil - cement mixing piles or mini pile, is recently developed

    土釘支護作為一種經濟可靠、快速簡便的擋土技術,已在深基坑開挖施工中得到越來越多的應用,但單純的土釘支護技術不能用於淤泥質土,砂土等不良土層及對變形控制嚴格的情況,所以近年來又發展了土釘與攪拌樁、微型樁等支護相結合的復合型土釘墻支護形式。
  4. Study on cfg short pile compound foundation for high building foundation

    短樁復合地基技術用於高層建築地基處理的探討
  5. Experimental study of quality on cement - soil pile compound foundation

    水泥土攪拌樁質量及復合地基承載力研究
  6. It takes good use of these two numerical computation methods merits and it is valuable for defmiting the computation model of pile ? oil ; at the same time, it builds the computation model of compound pile foundation and uses the software ansys which is about finite element to build the mechanics model. in regular quality soil, the result worked by this way has good unanimity with traditional results, so it applies us strong evidence for using the way which this article tells us to solve problems which is difficult to handle in compound pile foundation, such as irregular quality, layer quality of the soil. at last, taking foundation soil ' s measuring data of liaoning technology university ' s test building for example, and using the way this article tells us to build compution module, we solve the sharing ration of pile and loading board

    本文利用有限元與邊界元耦合的方法求解樁土相互作用問題,充分利用兩種數值計算方法的優點,對確定樁土相互作用計算模型是一次有益的嘗試;同時建立了群樁相互作月的數學模型,並利用有限元分析軟體ansys建立其力學模型,在均質土體中取得了與傳統解答較好的一致性,從而為拓展利用本文所述建模方法,解決群樁作用機理研究中難以處理的土體成層、非均質等性質,提供了有力的根據;最後,以遼工大實驗館地基土實測資料為例,利用本文建模方法,求解出承臺與樁的荷載分擔比,對安全、經濟地進行群樁基礎設計具有重要指導作用和應用價值。
  7. Firstly, the theory of compound foundation and pile foundation are summarized in this paper. the finite element, displacement models and computational program are introduced, then how such factors as the stiffness of pile, the ratio of length and radius of the pile & replacement ratio influence the settlement of compound foundation are analyzed. there has the best modulus of pile, the best of the length & replacement ratio and some data have been obtained

    首先總結了復合地基和樁基的理論和設計計算方法,對有限單元和位移模式以及有限元計算程序進行了介紹,然後分析了樁的剛度、長徑比、置換率等因素對復合地基沉降的影響,證實了帶承臺復合地基存在最佳樁土模量比、最佳長徑比和最佳置換率,並得出了相應的數值可供工程實踐參考。
  8. Application study of combination support of pile anchor and compound soil nail

    樁錨與復合土釘聯合支護的應用研究
  9. 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。
  10. The cfg pile compound ground negative friction studies

    樁復合地基負摩阻力的研究
  11. 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。
  12. Through testing on the static load of a single pile stirred with cement and soil and compound foundation and studying on the relationship between the practical bearing capacity in civil engineering of a single pile stirred with cement and soil and the bearing capacity of compound foundation, it shows that : the practical bearing capacity of a pile stirred with cement and soil can not fulfil the requirement of disign or theory calculation, and resonable discount of calculating the bearing capacity of compound foundation should be considered

    通過對水泥土攪拌樁進行單樁靜載荷試驗和復合地基靜載荷試驗,對水泥土單樁承載力在工程中的實際表現以及與復合地基承載力的關系的研究,結果表明:水泥土單樁的實際承載力一般難以達到設計或理論計算的要求,在復合地基承載力的計算中應做適當折減。
  13. Applied a few question that the compaction pile compound foundation should notice

    應用密集樁復合地基應注意的幾個問題
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