填築地 的英文怎麼說

中文拼音 [tiánde]
填築地 英文
fill-up ground
  • : 動詞1. (墊平或塞滿) fill; stuff 2. (補足; 充滿) replenish; supplement; complement 3. (填寫) fill in; write
  • : 築名詞(貴陽的別稱) another name for guiyang
  • 築地 : chikuchi
  1. In special cases very considerable quantities of waste gypsum from phosphoric acid plants are used to reclaim land after flooding of the sea.

    在特殊的情況下,磷酸廠產的大量廢石膏用來被海水泛濫過的土
  2. Variance index of the settlements of soft clay subgrade was inducted to analyze the asymmetry settlement rules under the influence of depth of fill, fill speed, geologic types of soft clay etc

    利用這些觀測數據,引入路堤斷面中點和兩側坡腳基表面3點沉降的方差這一統計學指標,詳細分析了質結構,速率、高度以及硬殼層等因素對軟基不均勻沉降的影響,得到了一些有意義的結論。
  3. For example the concrete faced rock - fill dam in frigid zone is distinctive in terms of frost resistance and durability, cushion material seepage prevention and frost heave, adaptability of darn filling with season coordination among construction diversion, flood discharge and the whole construction schedule etc. lianhua construction which is situated in mudanjiang basin of heilongjiang province firstly creates the successful record of construction of large - size faced rock - fill dam in frigid zone, a series of internal and external problems not having a precedent to go by have been solved

    如在面板的抗凍耐久性、墊層材料防滲和凍脹特性、壩體與季節的適應性、導流和度汛與總體進度的協調等方面,寒冷區混凝土面板堆石壩均有其獨特之處。蓮花工程位於黑龍江省牡丹江流域,首創了高寒區修建大型面板堆石壩的成功記錄,解決了一系列國內外均無先例的難題。
  4. Through discussion of numerical solution, the author get the effect of height of filled soil, size of culvert, width of valley, property of filled soil, construction procedure and techniques on soil stress of the culvert top ; 3. through the centrifuge test, the paper validates the reliability of numerical calculating on high - stack soil ; 4. the paper puts forward the simplified calculating method of soil stress of the culvert top on the foundation of numerical simulating and centrifuge modeling

    通過對數值解的討論,得到土高度,涵洞截面尺寸,溝谷底部寬度,溝壁坡角,體性狀,施工速度,下水對豎向位移場及涵洞頂部土壓力的影響情況; 3通過離心機的模擬試驗,驗證了數值計算對高路堤的計算結果的可靠性; 4在數值模擬和室內離心機模型試驗的基礎上,提出了高方涵洞頂部土壓力簡化計算方法。
  5. It founds natural heightening theory for warping dams and puts forward specific way of diversion, measures for preventing dam eroded and design for energy dissipation and flood storage of cofferdams and sedimentation and dewatering through exploration and study on deposition in front of natural formed dam and the techniques of building dam through hydraulic filling

    通過對天然聚湫壩體前的淤積和「水力沖壩技術的探索和研究,創立了淤壩壩體自然加高的理論,並提出了具體的導流方式、壩體防沖措施及圍堰消能蓄洪、留淤脫水設計。
  6. In the simulation and analysis on culvert construction, the method of foundation - pit excavation layer by layer and step by step was used, i. e. the method that makes the surface of excavation have no stress, when the elements were excavated gradually in period of construction. at this process, the state of soil is unloading, the laws of stress field and displacement field with the depth of excavation were studied. based on the obtained stress field and displacement field after the excavation was completed, by using of the newly increased filling - elements " gravity and the grinding force, the simulation of the construction of body of the culvert and foundation - pit ' s filling layer by layer had also been done in this dissertation

    用有限元法模擬分析涵洞基坑開挖時,採用分層、分步模擬開挖過程的方法,即將計算域內單元分層「挖去」 ,使開挖表面成為無應力表面的方法,分析土體在卸載狀態時的應力場和位移場隨開挖深度的變化規律;在洞體施工后,回土體時,據開挖完成時的應力場、位移場,通過逐級增加計算域內的單元數目,施加每級新增加單元的自重荷載,利用有限元法模擬基坑及上覆土體分層的施工過程,這不僅反映土體處于再加載應力狀態時,土受力及變形的一般規律,而且這種將基? ?涵洞? ?土體作為一個統一整體進行模擬的方法,量化了三者之間的相互作用關系。
  7. Non linear static & dynamic finite element procedure is adopted for the true emulation of the four typical geologic profiles of the dam, and imitates to compute the each stage deformation and stress distribution from the dam fill to full water run and during the 7 degree seismic intensity, the article also imitates to compute the response to earthquake force, the excess vibration pore water pressure distribution and permanent deformation, predicting the occurrence possibility of the crac ^ plastic zone and earthquake liquefaction

    採用非線性靜、動力有限元分析程序對圍壩的4個典型剖面進行了靜、動力模擬模擬,模擬計算了壩體自至蓄水運行和發生7震各階段壩體及壩基的變形以及應力分佈,震應力響應和震引起的超靜振動孔隙水壓力分佈以及永久變形。判斷了壩體和壩基中出現裂縫、塑性區以及震液化的可能性。
  8. In land - starved hong kong, finding such a site proved to be impossible and the solution therefore, was to reclaim two small islands 25 kilometers west to hong kong island, namely chek lap kok and lam chau, to serve as the base for the new airport s 1255 - hectre platform with work commenced in 1992

    香港土貧乏,不可能找到這樣一個點,因此,須在香港島以西25公里的赤?角和欖洲兩個小島,新機場平臺,而平臺建造工程於1992年正式展開。
  9. And also about the objective conditions for developing is given to the well consolidation technology with sand - packs in soft foundation treatment area and the consolidation technology with cement - mixed piles in transitional section of road and bridge areas, and the detailed introduction is also given about workmanship for filling works in subgrade body, for filling works in transitional sections of the subgrade, and for construction of base bed of the subgrade. in each part caution items in the construction and the relevant technical issues are summarized

    然後著重介紹了秦沈客運專線一般軟土基處理袋裝砂井加固技術、路橋過渡段水泥攪拌樁加固技術,並對路基本體施工工藝、路基過渡段施工工藝,路基基床施工工藝也進行了詳細的介紹,在每一部分中對施工注意事項及有關技術問題進行了總結歸納。
  10. The technology of embankment filling and foundation bed reinforcement in soft - soil foundation

    軟基段路堤及基床加固技術
  11. It is on condition of the retaining and protecting piles imitated by nylon sticks, the top ring beam imitated by steel board, the foundation wadded by sandy soil, and the sectional size and extra load changed

    本文試驗是以尼龍棒模擬支護樁,以扁鋼模擬樁項圈樑,採用砂土填築地基,通過變換圈樑的截面尺寸及堆載進行了八組試驗。
  12. The pore water pressure difference between silt and pvds ( or sand drains ) increases and the soil consolidation velocity is accelerated during the embankment construction

    在路基期間,淤泥基與豎向排水體之間的孔壓差增大,加速土體固結。
  13. According to plentiful of experimentation, some new build techniques are created, for example the technique of no watering fill in winter, the technique of prevent frostbite and crack of faceplate etc. these techniques were proved by the project of lianhua cfrd. at last this paper gives some conclusion

    而且根據區特點,進行了大量的實驗,給出了以往一般面板壩所未遇到過的施工工藝,如冬季堆石體不灑水、面板的防凍抗裂、壩體渡汛措施等以及採用新的爆破方法開採石料等新的施工工藝。
  14. The characteristics, construction and attentive proceeding are discussed in construction of red sandstone. a detailed description is given according practical examples, especially in blasting of red sandstone and compaction

    摘要通過京九鐵路麻武聯絡線的施工,簡要敘述了線路所處區的紅砂巖的特性與施工,及其施工中所應注意的事項,根據實際施工情況,特別對紅砂巖的爆破及壓實方面進行了較為詳細的敘述。
  15. According to the question of foundation engineering from test section ( lko + 900 to lk1 + 000 ) of xichang - - panzhihuang express highway, this paper put up important systems analysis and study on the deformation of roadbed which is filled by special stratum on site - - xigeda stratum

    本論文結合西攀高速公路試驗路段( lk0 + 900 lk1 + 000 )的基工程問題,重點對該區的特殊層? ?昔格達路堤的變形問題進行了分析和研究。
  16. Using the finite element method ( fem ), the simulation and analysis on this construction process were carried on, and the different stress state of soil at different construction period was rendered. and the influence of different stress paths ( foundation excavation - unloading & excavation filling - reloading ) on the stress and the displacement was also reflected and researched. the law of non - linear constitutes of soil was presented in the simulation and analysis

    模擬分析再現了土體的非線性本構關系,得到了基坑開挖時土體變形和應力變化的一般規律;在基坑及上覆土體回時,通過分層的有限元模擬和基、涵洞、土體三者相互作用的有限元分析,得到施工結束太原理工大學碩士學位論文時的位移場和應力場,同時求得涵洞的結構內力。
  17. To control the settlement of roadbed, the degree of compaction regulated by current criterion is not enough, the mechanics parameter of filler compacted - - deformation parameter should be considered and dual control criterion should be put in practice. to get upper deformation parameter of xigeda stratum filler, the percentage of mudstone should be controlled. the thickness of filling layer regulated by current criterion can be increased if the compaction car has proper function

    通過此次研究,獲得了對路堤變形問題的新的認識,即為了控制路堤的沉降變形,不僅應滿足現行規范中規定的壓實度標準,還應該引入料壓實后的力學參數? ?變形模量值標準,實行雙重控制標準,而對于昔格達層這種混合料,為了獲得較大的模量值,應該控制料中泥巖的含量;現行公路路基施工規范中對路堤時分層厚度的規定值,在壓實機具功能滿足的條件下,可以適當提高。
  18. In the process of filling road embankment on soft soil ground, the method of calculating dynamic settlement can dynamically calculate the ground settlement by the physic - mechanical characteristic changing of the ground soil in the process of filling the road embankment, then dynamic estimating the ground settlement, and can control the filling velocity emphasising the supervision in the process of construction, so we can adopt the valid measure to insure the stability of roadbed and the permit settlement after construction

    摘要在軟土基路堤施工過程中,動態沉降計算方法可根據基土層在路堤過程中的物理力學特性的變化,逐步調整相應的計算參數,對基沉降進行動態計算,從而對基沉降量進行動態預測,用以控制速率,並採取有效的措施確保路基的穩定性和滿足工后沉降量的要求。
  19. Abstract : in this paper, on the basis of three drill holes and forty - two buckets undisturbed samples of life rubbish in the sanitary fill field of tianziling , hangzhou, china, the tests to determine its composition , physical properties and organic content as well as triaxial compression test had been accomplished. the conclusions of this paper can be applied to the stability analysis and deformation calculation of the sanitary to use it as the building foundation

    文摘:用杭州天子嶺生活垃圾衛生埋場的三個鉆孔42桶原狀土樣,進行了室內生活垃圾的成份分析、物理性質指標測定、有機質含量試驗及三軸剪切試驗,對試驗結果進行了分析與整理,這些結論可為生活垃圾衛生埋場的穩定性分析、變形計算及其作為建基的可行性研究提供必要的數據。
  20. Based on the in - situ tests of solidified mud casted under water and on land, the strength and deformation of the solidified mud and the bearing capacity of the casting foundation on two casting conditions are compared

    摘要根據現場固化淤泥的水下和陸上澆試驗,分析比較了兩種澆情況下固化淤泥的強度、變形以及填築地基的承載力。
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