透水地基 的英文怎麼說

中文拼音 [tòushuǐdejī]
透水地基 英文
pervious foundation
  • 透 : Ⅰ動詞1 （滲透; 穿透） penetrate; pass [seep] through 2 （暗地裡告訴） tell secretly; let out; lea...
  • 水 : 名詞1 （由兩個氫原子和一個氧原子結合而成的液體） water 2 （河流） river 3 （指江、河、湖、海、洋...
  • 透水 : permeable; pervious to water透水壩 permeable dike; filter dam; 透水層 [地] pervious bed; permeabl...
  1. One - dimensional consolidation analysis of saturated gibson soils with semi - pervious boundaries

    地基半透水邊界一維固結分析
  2. 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。
  3. The high - density construction in the urban areas makes the soil surface almost impermeable, which leads to an ecological unbalance in the sot, the heat island effect etc

    摘要城市裡大量的建築，不透水鋪地與瀝青路面取代原有地表，致使城市地基中普遍含水量不足、土壤內部生態失去平衡。
  4. Tianjin underground railway building. tianjin underground railway building is located at haiguangsi street, it ' s 143m high, and it has being built, the underground sturcture has 3 floor, which is one of the deepest underground structrue which embed in the ground around 10m. this project is using our material for internal waterproof

    天津地鐵大廈位於天津和平區海光寺附近，設計高度為143米，該工程正在建造過程中，地下為三層結構，採用利砼牌水泥基滲透結晶型防水材料作為單一防水材料做內防水，該結構深入地下十幾米，為天津市內較深的地下結構。
  5. The main work includes : based on biot ' s dynamic consolidation equations, by the method of integral transform and matrix transfer, two - dimensional consolidation of layered saturated soils is studied. then, the general integral solutions of stress ( including pore pressure ) and displacement ( including fluid flow ) of any point were obtained under harmonic vibration loads according to staunch boundary condition. second, a program to verify the correctness of this dissertation is developed

    主要工作有：本文根據biot平面動力固結方程，運用積分變換和矩陣傳遞的方法，研究了成層飽和地基的二維biot固結問題，根據下邊界為不透水基巖的邊界條件，獲得了地基表面作用簡諧振動荷載時，任意點應力（包括孔壓） 、位移（包括流體流量）的一般積分形式解。
  6. Permeable pile dike is an important method for stream control in river restoration or construction, and is of some marked advantages including deep groundwork, large strength, simple construction, little emergency, easy maintenance, effective control on the flow trend and increasing the sedimentation

    透水樁壩是河道整治工程中的一種，由於其根基深，強度大，施工程序簡便，具有少搶險，易護理，同時具有控導河勢和在灘地緩流落淤等功效。
  7. Since the pebble structure is of big pellet easy to be permeated ant it is difficult to smash and drill, the appliance with big diameter and deep cast - in - place pile has been greatly restricted

    卵石地基具有顆粒大、透水性強、進尺和破碎困難、容易垮孔等困難，限制了大直徑深孔鉆孔灌注樁在其中的應用。
  8. The calculation result effectively indicate the change rule with the time and space of water table of the aquifer, soft dank aquifer, parameter in process of wells work in the pit

    計算成果較好地刻畫了基坑井群的實施過程中含水層、弱透水層水頭、參數的時空變化規律。
  9. Combining achievements in past scientific research, this thesis summarizes some problems in the process of decreasing water, the problems contains : important parameters such as percolation coefficient, interfering radius etc ; designers get parameters from their experience and make their choice of limited prospecting materials too simply, because of the limits, designer ca n ' t make quantitative analysis on groundwater ; differences on breakwater effect of setting water - tight screen is still existed, although research evolvement in this field is done ; they ca n ' t grasp the hydrogeology parameters accurately in that it influences rightness of designing in deep excavation water - decreasing

    本文結合以往的研究成果，總結了降水過程中存在的一些問題，主要包括：重要設計參數，如地層滲透性、基坑降水影響半徑等，設計中僅從個人經驗出發取值，對有限的勘探資料進行取捨和過分地簡化。這些局限使設計者不能對地下水進行科學的定量分析，盲目性較大；深基坑降低承壓水引起的周邊地面沉降的研究雖已取得很大的進展，但是一些主要問題仍未解決，對防滲帷幕的實際擋水效果存在不同看法；對於弱透水層的水文地質參數一直難以準確把握，影響了深基坑降水設計的正確性。
  10. The papers and technical reports about the oil tank foundation treatment shows that in our country abundant experiences have been built up in dealing with the soft clay foundation, while there were few cases for sand foundation. analyzing the geological condition, the author proposed that the foundation soils at shuguang pump station belong to high - permeability sand layers

    根據曙光泵站地區的地質條件，論文認為該區主要是一套以高透水性的砂類土為主的地層，粘性土層較薄且富夾薄層粉細砂，地基土的水平向與垂直向排水條件良好。
  11. Based on a thorough investigation of the engineering geological condition for the reservoir region of the huizhou pumped storage power station, the in - situ trial pit water injection test, boring water injection test, and water pressure test were performed to study the permeability of rock and soil mass

    摘要在對惠州抽水蓄能電站庫區工程地質條件進行詳細調查的基礎上，採用現場試坑注水和鉆孔注水、壓水試驗等方法了解巖土體的透水性。
  12. At the same time, the paper deduces the essential character of the model, gets the solution of model parameters and discusses the problems during engineering application of the analysis model. ( 3 ), one dimensional consolidation theory of impeded boundary by linear loading is deduced for layered soil, which expands the consolidation theory of impeded boundary. afterwards, the paper discusses the application of the model for settlement data of layered soil

    分析了沉降數據模型的基本性質，得出了模型參數的解法，探討了沉降數據分析模型在工程應用中存在的常見問題； （ 3 ）針對分層地基，推導了等速加荷條件下半透水邊界一維固結理論解，完善了半透水邊界固結理論，並討論了沉降數據分析模型在分層沉降數據分析中的應用問題； （ 4 ）結合工程實例，闡述了沉降數據分析模型的應用。
  13. This paper deals with the water - bearing media and water - bearing quality of the rocks in the damsite, at first, then it concludes two water - bearing space structures, namely, t - shaped and y - shaped structures, after the classification of the different rocks ' water permeability. furthermore. on the basis of the dynamic state of the ground - water and the hydrogeological conditions of this area, the groun - water system of the area has been prelimilarily divided accordingly

    本文首先研究了壩址區出露巖體的含水介質和含水性，並對巖體透水性進行了分類，總結出了兩種巖體的含水空間結構，即「 t 」字型與「 y 」字型結構。在此基礎上通過研究地下水的動態，以及水文地質條件對本區的地下水系初步進行了劃分。
  14. The improper excavating will bear capacity, water permeability, natural structure and geological structure worsenning the base rock of foundation., this ca n ' t be allowed to the water conservancy project building, especially to block water building. lt will not only increase the expenses happened of the remedy measure, but also lengthen building straight line time limit for a project of construction

    開挖不當將降低基巖的承載能力、增大基礎的透水性、惡化基巖的天然結構和地質構造，這對於水工建築物，特別是擋水建築物是不能允許的，同時將會增加採取補救處理措施所發生的費用，延長建築物施工直線工期。
  15. For example, after the collapse of ditong dam in idaho, may 5, 1976, it was found that it was not impervious very well, the impervious curtain was built poorly. when the seepage went through the impervious curtain, the exit water from the pervious material of the downstream or the right side of dam through the foundation or certain line between the foundation and the dam caused contact scour and piping

    如美國愛得華州提堂壩於1976年5月5日潰決，事後調查分析，因壩基透水性大，防滲帷幕施工質量差，滲流穿透帷幕，經地基或地基與壩的接觸面從壩體下游側透水料區逸出或從右壩肩繞滲經下游壩體逸出，出逸的水流引起了接觸沖刷和管涌，導致潰壩。
  16. Based on the engineering case, this paper presents, in the complicated surroundings and under the geological conditions of strong water permeability, the construction technique for pit waterproof curtain by the method of high - pressure jet grouting with triple tubes

    結合工程實例介紹了在復雜周邊環境及強透水性地層條件下，以三重管高壓噴射注裝進行基坑隔水帷幕的施工方法。
  17. Along with the rapid development of economy, many higway projects need to be built on the flabby groundsill in the area of pearl river delta of guangdong province. this kind of soft soil has the characteristic of rich - watercontent, high compressibility, lower in permeability and bearing capacity

    在廣東珠三角地區，隨著經濟建設的飛速發展，許多高速公路需要建造在軟弱地基上。該類軟土含水量高，壓縮性大，透水性差，強度及承載力低。
  18. " mandarin classic " resident area, south of meijiang, tianjin " mandarin classic " resident is located at south of meijiang resident area. it is built by tianjin mandarin real estate co, . ltd. about 30000 ? area are using our material “ litong ” cementitious capillary crystalline waterproofing material to protect

    天津梅江南華夏津典小區位於天津市河西區友誼路梅江南居住區，是由天津華夏房地產開發的高檔住宅小區，該小區防水面積約為30000 ? ，全部採用水泥基滲透結晶型防水材料? ?利砼進行防水施工，目前工程正在進展當中。
  19. Some conclusions are drawn and suggestions put forward, which provide a good basis for safe operator of dam. fourthly, with the optimized seepage coefficient, the seepage state of dongzhang dam foundation and effect of grouting are appraised by comparing several different seepage control schemes, and then some seepage control measures are concluded

    4 、對東張水庫大壩壩基防滲體的滲流參數進行了優化反演分析，用優化反演得出滲透系數來評價地基滲流性態及帷幕防滲效應，在此基礎上對不同滲控方案進行對比研究，提出了滲控加固措施。
  20. The soft soil is featured by big viscosity, bad water permeability, big water content, low bearing capacity, big settlement and complex soil layers

    軟土地基的土質具有粘性大，透水性差，含水量大，承載力低，沉降量大，土層結構復雜等特點。
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