foundation pit 中文意思是什麼

foundation pit 解釋
基坑
  • 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；...
  • pit : n 〈美國〉（桃、杏等的）核。vt （ tt ） 除去…的核。n 1 坑，凹地，凹處；【礦物】礦井；煤坑；【植物...
  1. The high accident rate is mainly caused by the super complicacy of foundation pit engineering itself

    基坑事故的高發生率主要是由於基坑工程本身的高度復雜性所致。
  2. Correlativity between slope displacement and form of braced structure for deep foundation pit

    基坑支護形式與邊坡位移的相關性分析
  3. Abstract : the monitoring of tieback prestress and its existing problems are discussed for foundation pit protection at dongfang square, beijing, and the problems in the tensile, such as the loss of prestress, bias in loading, are explained

    文摘:對北京東方廣場基坑支護中錨桿預應力的監測及其所出現的問題進行了分析，說明張拉過程中所存在的問題（預應力損失、偏心荷載等） 。
  4. Construction technology of north anchor foundation pit of runyang bridge

    潤揚大橋北錨碇基坑施工技術
  5. Abstract : this paper introduces the scheme, deep cut of foundation pit to bury pipe, which is adopted for wenjiayan seawall in qiantang rever. compared with the scheme of withstanding pipe, this scheme has the advantage of saving investment, simple construction and time + - saving. it is convenient to check the anti - seep installation between water pipe and seawall

    文摘:本文通過錢塘江聞家堰海塘深基坑開挖埋管，替代原設計頂管方案，具有工程投資省、施工簡單、工期短，且便於檢查取水管與海塘之間防滲措施
  6. The spatial mutual deformation back - analysis method brings an advanced solution for the analysis of the deep foundation pit stability and improves the level of construction informatization

    這為分析判斷深基坑開挖過程中的穩定性提供了一種更為先進的方法，並且提高了深基坑信息化施工技術水平。
  7. During bank slope excavation in cofferdam in a harbor construction, the work had to be suspended due to water leakage ( river water and ground water ) into the foundation pit

    摘要某碼頭工程在採用圍堰進行岸坡開挖過程中，受江水和地下水位的影響，基坑內有水滲入導致工程無法進行。
  8. Supporting system of foundation pit for a complex building in beijing

    中國石油工程公司綜合樓工程基坑支護的設計與監測
  9. Informationized construction and emergency repair of a complex building ' s deep foundation pit

    南京市某綜合樓深基坑支護的搶險
  10. Critical thickness analysis of base plate gushing in cylindrical foundation pit with confined water

    承壓水作用下圓形基坑底板突涌的臨界厚度計算公式
  11. The existing calculation methods of inrushing for confined water foundation pit are summarized, and their shortcomings were analyzed

    摘要總結了承壓水基坑既有突涌穩定分析方法，分析每種方法存在的不足。
  12. In the end, this paper suggests that, the anti - inrushing stability of confined water foundation pit in soft soil area should be analyzed from perviousness and inrushing mechanism of soil at the bottom of the pit

    最後分析指出，軟土地區承壓水基坑抗突涌穩定分析，應從坑底土透水性和土體發生突涌破壞的機理著手。
  13. Coupling model of three dimensional seepage and land - subsidence for dewatering of deep foundation pit in loose confined aquifers

    鬆散承壓含水層地區深基坑降水三維滲流與地面沉降耦合模型
  14. The results and conclusions are helpful and valuable for the soil nailing bracing. in the case study of deep foundation pit of dalian zhongyin mansion, the discussions are emphasized on how to analyze and modify the previous design according to practical engineering geological conditions, periphery surroundings and the construction organization process and others. furthermore, optimization of bracing design for the project is done considering construction technology and urgent measures

    綜合考慮實際地質條件、周邊環境約束條件、施工組織過程與程序等多方面，對原有支護設計方案進行了分析與修改，並進行了優化設計，其中考慮了施工工藝、應急處理措施等方面；並由此進一步表明了深基坑工程中動態設計與信息化施工的重要性。
  15. In order to make the best use of explosive energy in loosing soil or throwing it onto some area and ensuring the bottom meet some leveling requirements after blasting, a plane charge layout is often adopted according to blasting design and engineering quality requirements in open chamber blasting such as mine exploitation, field leveling and foundation pit excavation of construction

    摘要在礦山剝離、場地平整以及建（構）築物基坑開挖等露天爆破中，為了充分利用炸藥能量將巖石松動或拋擲到一定區域，並確保底板滿足一定平整度要求，按照爆破技術設計和工程質量要求，需要設計平面布藥結構。
  16. Because of various foundation conditions and complicated entironment, some uncertain factors consist in the constructing of foundation pit, therefor it is difficult in establishing a suit of standard mode for the design and constructing of foundation pit project, or settling all potential movement in constructing of foundation pit project with a suit of narrow theory and calculatinal method

    基坑工程面對各種各樣的地基土和復雜的環境條件進行施工作業，存在各種不確定因素，所以很難對基坑工程的設計與施工制定一套標準模式，或用一套嚴密的理論和計算方法，能夠把握施工中可能發生的各種變化。
  17. Based on nonlinear finite element theory, stress and deformation behaviors are analyzed after ground stabilization and foundation pit reinforcement with deep mixing method. by comparison of the conditions of treatment and non - treatment of two examples respectively, the results indicate that the match ratio scheme used for deep mixing method is more ideal when soft clay is stabilized in this area of fuzhou in the thesis. this scheme not only can fully utilize industrial waste material, but also can economize construction cost

    對于加固土的工程特性，本文以非線性有限元理論為基礎，模擬分析水泥攪拌樁加固地基和基坑支護加固的應力和變形情況；通過兩個例子分別在有處理和無處理情況下的對比，利用固化劑最佳摻入比來設計地基處理方案，並運用非線性有限元方法計算出土體內大小主應力的分佈情況以及變形情況，結果表明本文所得出的配合比方案用於深層攪拌樁法來對福州地區軟粘土進行地基加固時還是比較理想的，這樣不僅充分利用工業廢料，還可節約工程造價。
  18. Concretely, for convenience, the heaved soils were excavated, and accordingly the character of soils in the bottom of foundation pit changed distinctly

    目前為了施工方便而將基底回彈土體一併開挖從而使坑底土體的性狀發生較大的改變，並最終導致上述現象的發生。
  19. Emergency reinforce treatment of deep foundation pit of a building in hankou

    漢口某綜合樓深基坑搶險加固處理
  20. Time - space effect analysis on deformation of the retaining structure of deep foundation pit in hong - kong plaza

    香港廣場深基坑圍護結構變形的時空效應分析
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