軟基開挖 的英文怎麼說

中文拼音 [ruǎnjīkāiwā]
軟基開挖 英文
soft ground excavation
  • 軟 : Ⅰ形容詞1 （質地不硬） soft; flexible; supple; pliable 2 （柔和） soft; mild; gentle 3 （軟弱） we...
  • 挖 : 動詞（用工具或手從物體的表面向里掘取） dig; excavate; scoop
  1. In the paper, the theory of geomechanics and the engineering are collaborate coherently. some results can be applied to excavation constructions in some degree

    本文將軟土深基開挖實踐與巖土力學理論緊密結合，部分研究成果對工程實際具有一定應用價值。
  2. Due to exceedingly flat arched vault of the flat tunnel with outsized span and renewed stress allocation in surrounding rock after excavation, which would inevitably induce some excessively large load on the base of arch, therefore, larger load - bearing capability in the is " foundation is a must. on the other hand, smooth face explosion must be applied to excavation of the arch base to further ensure the integrity and continuity of country rock around tunnel

    特大跨超淺埋隧道拱部結構過于扁平，開挖后發生二次應力分佈，拱腳處的應力過大，要求有較大的地基承載力，拱腳開挖時必須採用光面爆破，保證圍巖的完整性和不受擾動，開挖后及時封閉，防止該處積水軟化圍巖。
  3. 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。
  4. Relating closely to the main problem of the high sidewall and wide span underground cavities excavation stability of xiluodu hydroelectric project, the evolution characters of geo - stress field in deep - cutting gorge and the whole features of the stress field, strain field and plastic failure zone around the underground chambers after excavation are studied systematically in the dissertation, based on a great deal of data gathered in field investigation and taking the flac3d v2. 0 software as basic computation tools. meanwhile, in the course of research, the new methods of dynamic numerical simulation are summarized and applied. furthermore, the effects of rock mass qualities, initial geo - stress field and excavation procedure on surrounding rock mass stability are discussed

    本文緊密結合溪洛渡水電工程大跨度、高邊墻復雜地下廠房洞室群，施工開挖過程中和開挖后圍巖穩定性研究這一重大課題，在詳盡的野外地質調查工作和對大量基礎地質資料的整理與分析基礎上，以目前國際工程地質界公認的最新通用軟體flac ~ （ 3d ） 2 . 0版作為基本計算工具，從整個壩區地應力場的研究開始，通過動態數值模擬分析這一新的模擬思路，系統地研究了深切峽谷區地應力場多階段的特徵和演變規律，進而對左、右岸地下廠房洞室群開挖全過程中圍巖應力場、變形場和塑性破壞區的變化特徵，進行了全過程動態數值模擬研究，並詳細討論了圍巖質量、初始地應力場、施工開挖順序對大型地下洞室群圍巖穩定性的影響。
  5. In order to direct the water to the forebav of the pump station from the original canal, a channel long 135 m is designed. it crosses through the terrain top with a depth of more than 50 m. soil of the channel slopes is a strongly - weathered silty and sandy mudstone with many well - developed reticular cracks and takes the structural surfaces almost same as the channel slopes

    東深供水工程金湖泵站位於塘廈鎮東面，屬低山、殘丘地貌，地面高程22 60m ；泵站前池進水渠橫切山脊，連接原東深供水河，設計開挖1條長135m的進水渠，坡高50多米，邊坡土質為強風化的粉砂質泥巖，網狀裂隙發育，結構面基本與坡面重合；坡體土質中含有較多的粘土礦物，具有遇水軟化的特性。
  6. Deep foundation trenches in shallow rocks in some cities along a seashore like qingdao, dalian, zhuhai things like that often need to be dug or exploded into hard rock, there are heaving sand, soft soil, groundwater upon it

    青島、大連、珠海等基巖埋深淺的沿海地區深基坑經常需要挖至基巖甚至需要爆破開挖，基巖以上又有流砂、軟土、地下水等。
  7. Based on plenty of investigations and researches, the thesis developed lots of lively, vivid, visual integrative monitor and alarm interfaces with excellent interactive quality by processing graphical edit software in the integrative monitoring and alarming system. the thesis managed to make them to be an ordinal, clear and distinct system, by programming and designing as a whole, arranging and organizing systematically

    疏浚模擬訓練器集中監控報警系統以國產1750m ~ 3 h絞吸式挖泥船集中監控報警系統為模擬母型，在大量調查研究基礎上，通過對各種監控數據、報警提示適當取捨、擴充，並進行總體規劃設計，經過分門別類地編排組織，採用過程圖形編輯軟體開發了大量生動、形象、直觀、交互性強的集中監控報警界面，使之組成脈絡分明、層次清晰的有序系統。
  8. In process of deep excavation in soft ground, the support system ' s deformation, external loads and internal forces are various with time. creep effects are detectable. meanwhile, the unloading induced by the excavation leads to the dissipation of excess pore water

    在軟土地區開挖深大基坑，開挖中圍護結構位移、結構體的外荷和內力會隨著基坑暴露時間的增長而變化，呈現出明顯的流變效應；同時基坑開挖引起土體卸載，超靜孔壓的消散導致固結效應的產生。
  9. The change of energy in wall rock is tracked in the whole process and the amount of energy transferred to linings is also evaluated. 5 ) based on the principal of energy invariance and the energy properties of sfrc, a practical design equation that related the thickness of projecting sfrc to the energy related properties of tunnel is given in the end. this equation is then used to design a single - track railway tunnel in iii grade rock condition

    並進一步推導了不同形式的構件間的能量耗散關系，為將標準試驗的能量統計結果運用於實際結構中打下了基礎； 4 ）利用有限元軟體對隧道開挖過程進行了三維模擬，得到了隧道圍巖在開挖掘進過程中的能量轉化趨勢和規律，得到了鋼纖維噴射混凝土襯砌在支護過程中的能量變化； 5 ）利用能量守恆原理和已經推導出的構件能量耗散關系，建立了鋼纖維噴射混凝土襯砌厚度與圍巖開挖能量變化間的關系，並運用此方法對級圍巖條件中的鐵路單線隧道的鋼纖維噴射混凝土襯砌進行了設計計算；
  10. And the contribute of water pressure to soil pressure is oversized. 3. studying the wall level displacement ( supposed as s ) and corresponding excavation depth ( supposed as a ) in different work condition, the relationship is s = 0. 0 1aht

    該經驗關系適用於軟土地層且基坑的開挖深度與墻體深度的比值a小於等於0 . 5的情況。
  11. This paper is based on the development of software " traditional - chinese medicine prescription analysis system " which was developed by the cooperation of the laboratory of neural networks and information technology of southwest jiaotong university and the library of chengdu chinese - medicine university

    本文是基於「中藥復方分析系統」軟體開發項目（由西南交通大學神經網路與信息技術研究所與成都中醫藥大學圖書館合作開發）完成的。該軟體藉助數據挖掘的多種方法，針對中醫學古今藥方，實現對中醫藥數據庫的深入挖掘。
  12. Experimental study on rheology property of soft clay in excavation

    基坑開挖軟土流變特性的試驗研究
  13. Based on the large finite element software, the excavation effect on rock slope with the representative physical and mechanical characteristic is analyzed in this paper

    論文基於大型有限元軟體，對具有代表性物理力學特徵的巖質邊坡進行了開挖效應的有限元模擬。
  14. 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。
  15. In china, the relic industry began to realise the importance of informationization recently, now facing the challenge of the new century it needs informationization, so relic bureau of shanxi province and beijing taijihuaqing information system ltd developed cooperatedly the relic information colligation platform. basing designing and developing that platform, the question for study has made some practice and study on some facts, such as software unified process, visualized modeling, optimizing program, the technique data mining and data warehouse

    我國的文物行業信息化起步比較晚，面對新世紀的挑戰，迫切需要走上信息化的道路。為此，山西省文物局、北京太極華青信息系統有限公司聯合開發了山西文物綜合信息平臺。本課題在設計與開發本系統的基礎上，從統一軟體開發過程、系統的可視化建模、程序優化技術、數據挖掘技術、數據倉庫技術等幾個方面做了相關的研究與實踐。
  16. Influence on strata deformation for staged construction of excavation in soft clay

    軟土基坑分步開挖時地層移動規律探討
  17. Based on the characteristics of the foundation for the powerhouse of chaozhou water supply control project, the supporting measures, excavation method and control measures for the foundation excavation is put forward herein, and then the method to solve the problems such as monitoring on the supporting, de - pressurization of the ground water, treatment of the seepage from the outside and the protection of the structures inside of the foundation pit etc. are presented as well

    摘要根據潮州供水樞紐工程廠房地基的特點，提出了比較合適的基坑支撐處理措施和開挖方法及控制措施，並結合工程實踐對軟深基坑開挖施工中應注意的支撐監測、地下水降壓、外水內滲處理及基坑內結構物保護等問題提出了解決方法。
  18. Slope failure is one of the most popular styles of nature disasters, it offen happens with earthquakes or rainstorms. the important reasons causing slopes failure are human activity that slopeing, buliding dams or embankments ( especially on soft base ), digging ground engineering, sluicing in reservoirs, etc. therefore, many researchers focus on slopes in many aspects

    滑坡是自然界相當普遍的自然災害之一，通常伴隨著地震、暴雨發生，人為的削坡、修建堤壩（特別是在軟土地基上） 、地下工程的開挖、水庫蓄水等原因是導致滑坡的重要原因，於是對滑坡進行研究成為學者們的重要課題。
  19. Sanyuan xijiao reservoir is a uniform earth dam which was constructed in the loess foundation with high water table, so the dam foundation dewatering is the main technique of the project, digging up soft clay of the dam foundation after dewatering and reducing the water in the clay which was filled in dam are also techniques of the project

    三原西郊水庫大壩是建造在高地下水位黃土地基上的均質土壩，壩基的降水問題是該工程存在的最大技術難題，同時對降水后壩基的軟土開挖和上壩土料的減濕技術也是其關鍵技術之一。
  20. To predict the settlement of surrounding soils during excavation, axisymmetric model was established in fem software to analyze the problem by use of fem based on the biot ' s consolidation theory

    為預測基坑開挖及降水過程中周圍土體的沉降，本文採用基於比奧固結理論的有限單元法在大型有限元軟體中建立軸對稱模型進行了分析。
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