深基坑 的英文怎麼說

中文拼音 [shēnjīkēng]
深基坑 英文
deefoundation pit
  • 深 : Ⅰ形容詞1 （從上到下或從外到里的距離大） deep 2 （深奧） difficult; profound 3 （深刻; 深入） thor...
  1. As the increase of domestic high - rise buildings, more and more deep foundation trench supporting constructions have come into existence. among the general geographical condition of the urban district in qingdao, most of regions, which mainly consist of strong de composed rocks, are in quite good condition. except for the sandy soil and oozy soil along sea sides. but the development of rock cracks and breaking zones and unstable lamprophyre still exist, so blasting is needed during constructions of foundation trench. blasting have bad influence on the stability of slopes. moreover. the slope - liding has happened for several times, so the engineering project of foundation trench attracts more attention of people

    隨著國內高層建築的發展，深基坑支護工程越來越多，綜合青島市區的地質狀況，除海邊有砂性土及淤泥軟土外，大部分地域巖土條件相對較好，多以強風化巖為主，但巖石裂隙發育，間或有斷裂帶和穩定性極差的煌斑巖穿插其中，基坑施工時需要爆破施工，對邊坡的穩定造成了不利影響，加之連續出現的幾次滑坡失穩事件，基坑支護工程越來越引起了各方面的重視。
  2. The methods for the optimal design in the deep excavations are discussed, and the difference is compared between the traditional optimal methods and the modern ones, it safely conclude that the modern optimal methods overmatch the traditional ones

    探討了深基坑支護結構設計優化的方法，比較了傳統方法和現代方法的差異，得出了現代優化方法比傳統優化方法更完善的結論。
  3. A novel method based on artificial neural network bp algorithm to perform the parametric identification in deep foundation excavation is proposed hi the paper. taking in situs measurements as network input and parameters to be identified as network output, the network is trained with the samples obtained from fem computation

    將某些現場實測值作為網路的輸入，土層物性參數作為網路的輸出，通過有限元正分析模型取得學習樣本來訓練網路，從而達到對深基坑開挖過程中的多層土體的物性參數進行辨識的目的。
  4. Selected article of municipal engineering technic

    污水處理廠泵站深基坑支護設計與施工
  5. Based on the research works of predecessor, the theory on the displacement of soil strata in deep foundation excavation construction and its application are studied in detail. by analysing the supervision, statistics from, the practical excavation engineering, soil rheology is thought to be the main reason of the displacement heavy of the soft soil and the destruction of the enclosure structure, in deep foundation excavation construction on condition of the high theriomorphic of enclosure structure and good seepage resitting

    本文在已有研究成果的基礎上，對大面積軟土深基坑開挖時土層變位理論及應用進行了探討：依據現場監測數據，推導出開挖時軟土變形的經驗公式，分析了軟土深基開挖在圍護結構剛度大、基坑防滲效果好的條件下，基坑土層變位、圍護結構受力破壞發展的主要原因。
  6. Evaluation on timbering schemes of deep pit based on va

    價值分析法用於深基坑圍護方案的評價
  7. When excavating deep foundation ditch in the lake sediment that filled with deep and thick silt, it is a common technical problem that the upheave which caused by relief loads leading to slope destabilization

    摘要在湖泊相沉積的深厚淤泥土場地開挖深基坑，由於坑底卸荷隆起導致基坑邊坡位移、失穩是常見的技術難題。
  8. On the basis of project of shensheng meili garden, this paper has provided an across - the - aboard analysis and study on deep excavation retaining from the aspects of reconnaissance, design, construction and monitoring

    本文結合深圳美荔園建設項目，從勘測、設計、施工、監測等方面對該項目深基坑圍護工程進行了較為全面的分析和研究。
  9. " prestress anchor ribbed beam support system " is a new practical support technology which came from soil nailing walls system and un - embedded rank of piles with anchors support system that has been used successfully for 4 years by the author and his company named qingdao deep foundation stabilization engineering co., ltd. it " s mechanism is similar to rank of piles with anchors support system that can not be inserted into the bottom of foundation trench, but it " s ribbed beams are used to replace rank of piles made before excavation so the work cycle can be shortened and the support system cost can be reduced ; meanwhile this system maintains the soil nailing wall " s convenience of digging and supporting

    「預應力錨桿肋梁支護技術」是筆者及所在單位歷時四年在土釘墻和無嵌入多錨排樁兩種支護體系基礎上開發應用成功的一種新型實用性支護技術。其支護機理類似於未嵌入坑底的排樁多錨支護，只是由肋梁代替了開挖前施工的排樁從而提前工期並降低支護造價；同時繼承了土釘墻隨挖隨支護的機動靈活性。自1998年至今該技術已在青島、濟南、煙臺等十幾個深基坑和高邊坡工程中成功應用。
  10. 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
  11. 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。
  12. Deep foundation shoring monitor and urgent remedy for a complex building in nanjing

    南京市某綜合樓深基坑支護安全監測與搶險
  13. 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
  14. Unique hydrogeology feature of soft soil two - layer structure in wuhan city determines particularity of decreasing confined water in deep excavation

    武漢地區二元結構軟土層獨特的水文地質特徵決定了其深基坑降低地下承壓水的特殊性。
  15. According to the intractable problems mentioned above, the author researches into the theories and applications of deep well dewatering for soft soil structure underground confined water

    本文正是基於以上幾個實際問題，對軟土二元結構這一特定的地層深基坑降低承壓水技術和應用展開研究。
  16. ( 5 ) the author researches the relationship between the deep foundation ' s shape, area and depth and the deep excavation dewatering. the formula, which calculates the minimum distance between foundation ' s bottom panel and the confined water layer ' s top panel, was put forward

    （五）研究了基坑形狀、面積、深度與深基坑降水相關性，給出了計算基坑底板至承壓含水層頂板間的最小距離公式，分析了針對不同基坑應採用的降水方法。
  17. 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
  18. Study on selection of braced structures of deep - excavation pit considering construction reliability, cost and time limited

    工期的深基坑支護結構選型研究
  19. 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。
  20. However, along with the increasing of construction quantity of the infrastructure of irrigation works, traffic, communication etc., newer and higher requirement of geotechnical anchoring are made in slope, major dam, bridge, tunnel, deep foundation ditch engineering and the construction engineering such as anti - capsize, anti - float, anti - slippage engineering of the buildings. for example, self - intension of rock and soil is required to exploit better ; carrying capacity of anchor increase according to anchoring length ; anchor should be sufficiently lasting and should not influence the exploitation of adjoining stratum

    但另一方面，隨著我國水利、交通、通訊等基礎設施建設力度的加大，邊坡、大壩、橋梁、隧洞、深基坑以及建築結構物的抗傾倒、抗浮力、抗滑移等建設工程將對巖土錨固提出一些新的和更高的要求：如要求進一步調用巖土體的自身強度，錨桿應具有足夠的耐久性，錨桿的使用應不影響周邊地層的開發等。
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