composite soil 中文意思是什麼

composite soil 解釋
混合基土
  • composite : adj 1 併合的，復合的，混成的，合成的，集成的。2 【建築】混合式的；【造船】鐵骨木殼的。3 【植物；...
  • soil : n 1 泥土，土壤；土質。2 土地，國土。3 滋生地，溫床。4 農業生活，務農。n 1 臟東西，污物，污穢，污...
  1. Study on composite soil nailing in soft subsoil by model test

    軟弱土層復合土釘支護試驗研究
  2. Application of composite soil nailing technology in large - scale foundation pit

    復合土釘支護在玄武湖隧道基坑中的應用
  3. On the basis of simplified bishop method, the influence factors of internal stability of composite soil nailing support are investigated

    以簡化畢肖普法為理論依據，利用程序對復合型土釘支護內部穩定性的影響因素進行了分析。
  4. Firstly, gravel piles in soil were laid for compacting and consolidating soil, then gravel composite foundation was treated with dynamic compaction in order to form three - level soil that is gravel composite soil and high replacement ratio composite foundation and dense composite foundation

    該法先在填土層中設置好碎石樁體，利用擠密和排水固結的作用使其得到初步加固，然後對荷載影響深度范圍內的復合土體進行低能強夯處理，迫使樁體碎石沿徑向擴散，形成上部為密實的碎石二合土層、中部為擴徑后高置換率復合地基、下部為整體夯密復合地基的三層結構。
  5. The calculated results obtained by available models show that the pentagon model for the distribution of lateral soil pressure is of significance to design, stability analysis and cost budget of composite soil nail bracing structure

    計算結果表明，所提出的「五邊形」側土壓力分佈模式與實測結果相符合，與現有的側土壓力分佈模式相比更加合理，對復合土釘支護結構的整體設計、穩定性分析、工程造價預算等具有指導意義和應用價值。
  6. In this paper, author compare with shenzhen holiday plaza project ( be known as firstly deepest foundation pit, deepest excavation depth is 21m ), use combinative method for theory guidance, test study, simulation analysis, project application and information feedback, entirely and deeply study prestress anchor cable composite soil nail, and also make a pilot study for deformation of pile anchor composite soil nail

    本文以深圳假日廣場深基坑支護工程（號稱「深圳第一坑」 ，最深開挖21m ）為背景，採用了理論指導、試驗研究、模擬分析、工程應用和信息反饋相結合的方法，對預應力錨索復合土釘支護結構進行了全面深入的研究，對樁錨式復合土釘支護結構的變形進行了初步研究。
  7. Based on analysis of the characteristics of the composite soil nailed wall, simulating the soil nail, concrete layer, deep mixing pile and step excavation, a model is established to calculate the deformation of the wall, compiled simple and applied program of one dimension fem ; according to the field test data and the calculated data by the fem software this paper has developed, the design method and deformation of the wall in xi ' an area is discussed. the shape of destructive sliding surface of the wall in loess strata in xi ' an area with deep groundwater is gotten. finally the lateral deformation distribution and the experiential formula to predict maximal horizontal displacement of the composite soil nailed wall are given

    針對復合土釘墻構造的特點，建立了模擬復合土釘墻受力變形的一種計算模型，該計算模型可對土釘、面層、深層攪拌樁以及分層開挖等進行簡化模擬；編寫了簡單實用的桿系有限元程序；結合工程實測資料及有限元法分析的結果，探討了西安地區的土釘設計以及復合土釘墻的變形規律，得出了西安地區一般黃土在無地下水時的破壞滑動面形狀，復合土釘墻的側向變形曲線以及計算復合土釘墻最大水平位移的經驗公式。
  8. With concluding construction methods of composite soil nailing, and analysing the field measurements curves for two excavation engineering in soft layers, it is proved that using composite soil nailing in shallow foundation excavations is possible, at the same time groundwater should be treated carefully and deformations of the excavations should be controlled strictly

    通過對兩個軟弱地層中復合土釘支護的基坑工程施工技術的總結及其變形測試數據的分析，說明在軟弱地層的淺基坑工程中應用復合土釘支護技術是可行的，但須認真治水及控制基坑變形。
  9. Channel - steel - pile composite soil nailing ( ccsn ) is a new bracing structure of foundation pit, which was developed by cai changbin in 2000. in recent years, ccsn has been used widely in the region of wenzhou, taizhou. . etc, and has obtained good economic performance and social performance

    錨管樁復合土釘支護是蔡昌斌開發的一種新型基坑支護形式，近年來已在溫州、臺州等地區得到廣泛應用，取得了良好的經濟效益和社會效益。
  10. But up to now, the working mechanism and stability study of the composite soil nailing bracing technique is still a blank

    但是復合土釘墻支護的工作機理和穩定性研究至今尚是空白，沒有相應的計算分析方法，設計主要依靠經驗進行。
  11. Research on the calculating method for the whole stability of composite soil - nailed wall

    復合土釘墻設計計算方法研究
  12. According to test results, author analyses deformation characters and its rules of prestress anchor cable composite soil nail supporting and pile anchor composite soil nail supporting, studies work mechanism of prestress anchor cable composite soil nail supporting structure, explores change regularity of inner force of soil

    三、對預應力錨索復合土釘支護結構進行了大量全方位的現場原位測試試驗。根據試驗測試結果來研究分析預應力錨索復合土釘支護結構和樁錨式復合土釘支護結構的變形特徵及規律。
  13. Abstract : the applied ranges and general characteristics and structural shapes and deformation - controlled technique etc. are researched on the composite soil - nailing wall with retaining water according to its engineering practice in shenzhen area, and the calculating method of its design is put forward

    文摘:依據深圳地區的工程實踐，對擋土擋水復合型土釘墻的適用范圍、一般特點及結構型式、變形控制技術等進行了研究，並提出了擋土擋水復合型土釘墻的設計計算方法。
  14. Case analysis of composite soil - nailing retaining wall for shallow foundation excavation in mollisol

    軟土地區用復合土釘墻進行基坑圍護實例分析
  15. Application of composite soil nailing technology to shoring work of foundation pit taking guangzhou area as an example

    復合土釘墻技術在深基坑支護中的應用
  16. Finite element analysis of composite soil nailing for soft soil excavation support

    軟土基坑復合土釘支護的有限元分析
  17. As a new retaining structure, composite soil nailed wall has been widely applied in the foundation pit now, research on the work performance of the soil nailed wall during the construction can not reveal on - site work, this occurs especially in xi ' an area with rich groundwater where groundwater is forbidden to be lowered

    復合土釘墻作為一種新型的擋土結構，目前在基坑工程中得到了較為廣泛的應用，然而對復合土釘墻在施工過程中的工作性能的理論研究卻遠遠落後于工程實踐。尤其在西安地區地下水位較高且不能降水的前提下，當採用復合土釘墻進行基坑支護時，對其工作性能的研究幾乎為零。
  18. In this article, geotechnical engineering numerical analysis program flac4. 0 is used, working mechanism and main influential factor of composite soil nailing system with step excavation was calculated in detailed, contain distribution and influential factors of axial force and the max axial force in soil nails ; the variation of axial force in anchors ; the variation and influential factor of foundation pit horizontal displacement, ground surface settlement, ground surface horizontal displacement and rebound deformation

    本文採用巖土工程數值分析軟體flac4 . 0 ，對樁錨復合土釘支護在分步開挖下的工作性能和主要影響因素進行了詳細的計算，分析了土釘軸力和最大軸力的分佈規律、影響因素;錨桿軸力的變化規律;基坑水平位移、地表沉降、地表水平位移和坑底隆起的變化規律以及影響因素的敏感程度。
  19. Construction practice on composite soil nail wall support for deep foundation pit under soft soil conditions

    土釘擋墻技術在深基坑支護中的應用
  20. Application of cement mixed pile and composite soil - nailed wall support to deep foundation pit on silt - clay stratification and relevant emergency treatment in dangerous situation

    水泥攪拌樁復合土釘墻支護在淤泥質粘土深基坑的應用及危機狀態下的應急處理
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