淤泥地基 的英文怎麼說

中文拼音 [de]
淤泥地基 英文
muck foundation
  • : Ⅰ動詞1 (淤積) become silted up 2 (血液不流通) (of blood) stagnateⅡ名詞(淤積的泥沙) silt Ⅲ...
  • : 泥名詞1 (含水的半固體狀的土) mud; mire 2 (像泥的東西) any paste like matter; mashed vegetable...
  • 淤泥 : sludge; ooze; slush; mire淤泥層 mud; 淤泥沉積 siltation; 淤泥沉積物 mud deposit
  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,深坑支護工程越來越多,綜合青島市區的質狀況,除海邊有砂性土及軟土外,大部分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,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,坑支護工程越來越引起了各方面的重視。
  2. 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土場開挖深坑,由於坑底卸荷隆起導致坑邊坡位移、失穩是常見的技術難題。
  3. Based on the research of intertidal flat topography measure at home and abroad, this article avoids some problems troublesome, such as the dependence of the station of tide gauging, precise match of images and so on. first, we monitor soil water content of intertidal flat through building correlation model between soil water content of intertidal flat and landsat tm data, then we analyse the correlation between soil water content and topography of intertidal flat, last, we extract topography of intertidal flat combining with gis

    本文在總結國內外潮灘形測量研究的礎上,避開對潮位站的依賴和影像精配準問題,以江蘇大豐港堤附近質潮灘為研究區域,通過遙感方法建立潮灘土壤水分與tu光譜值的定量數學模型,提取潮灘土壤含水量信息,然後通過潮灘土壤水分與形的定量關系,結合gis技術反演潮灘形。
  4. This article introduces the silt geology platform afterwards uses the powder spurts and the plastics drain off water the board and grille and back pressure protects etc design and the construction control of measure, the construction has the guidance meaning to the construction of the bridge abutment soft base

    摘要介紹了質臺后採用粉噴樁、塑料排水板、土工格柵、反壓護道等措施的設計與施工控制,對臺后軟處治工程的施工有指導意義。
  5. The application of vibrator simplex sand pile to treatment warp clay ground

    振動沉管灌注砂樁在處理質粘土中的應用
  6. In order to search after its applying to expressway roadbed improvement, this paper studied consolidation characteristic and distortion law hi soft soil under positive and negative action, introducing parse explain and numerical calculation theory. additionally, based on locale experimentation, the design and construction method of vhlcp was implemented and its reinforce effect and economical character was estimated. testing indicated that the groundwork ' s intensity have increased 97 %, silt soil have vanished and outlay have saved 39 %

    根據現場試驗,確定了適合於高速公路工程要求的真空堆載聯合預壓的設計和施工方法,並分析評價了其加固效果和經濟性,試驗表明:應用真空堆載聯合預壓后,強度平均提高了97 ,質土已消失;與粉噴樁加固相比,節省經費39 。
  7. Abstract : large transmission main pipe line engineering, treated foundation on deep muddy, thick backfilling ground is introduced in this paper, cement mixed combined earth foundation is designed and calculated, pipe bridge 、 pipe pass through dam and etc, technical measures are also introduced

    文摘:本文介紹深厚填土場大型輸水干管工程的處理,水攪拌樁復合礎設計與計算及過橋管、過堤管等的技術處理措施。
  8. By consolidation experiments of peat of suzhou, mud of lianyungang and muddy soil of nantong, differences of settlement velocities between peat foundation and muddy soil foundation were analyzed

    通過對蘇州炭、連雲港、南通質土3種不同性質的軟土進行固結試驗,分析了與一般軟土沉降速率的差別。
  9. The nancha suspending - gay bridge of the changjiang road - bridge in jiangshu runyang, with a main span of 1490m, ranks first in china, third in the world. the north rivets, only 250m from the main stream of changjiang, have a tight liaison with the waterpower of it. especially, in this area, the face of rocks undulates a lot and exist fault - fabric. the soil there has apparent difference with the trend of water. the base - hole of north rivets can be named a super - deep one, with a 60m length, 50m widths, and 48m depths. the fence of the base takes advantages of the rectangular underground continuous wall structure and succeeds

    江蘇潤揚長江公路大橋南汊懸索橋,主跨1490m ,居中國第一,世界第三。該橋的北錨碇距長江幹流僅250m ,與長江水力聯系密切,錨碇區水文、質情況復雜,表層質土及松軟粘土層較厚,巖頂面起伏較大,且存在斷裂構造,土層具明顯的流變特性。北錨碇坑為長60m 、寬50m 、深48m的矩形超深坑,其礎圍護在國內首次採用矩形下連續墻結構,並獲得成功。
  10. The pore water pressure dissipation in the silt is produced mainly by lowering of groundwater table and pore water pressure dissipation in the pvds ( or sand drains ) is produced mainly by vacuum degree

    淤泥地基中孔隙水壓力消散主要是由於下水位線的下降引起的;而砂井或塑排中的孔壓消散大部分由真空度直接引起。
  11. Application and study of the processing of the incompetent silt subsoil

    振沖碎石樁在質軟弱處理中的應用
  12. Applicaton of punched broken rock pillars under mud soft ground base condition in feicheng mineral area

    肥城礦區質軟弱條件下振沖碎石樁的應用
  13. The incoming water brings silt with it into the pond. this silt settles onto the pond floor and needs to be removed or else the pond will dry up. as a result, the reserve s dredger is now busy clearing the silt from the channels around the perimeter of

    沿岸濕會被堵塞,逐漸變為乾,這是自然現象,米埔亦難以避免:當圍換水時,隨流入的水沖進塘內,並積聚塘底,若不清理,水塘終會乾涸。
  14. Mud foundation treatment of shajing river embankment in baoan district of shenzhen city

    深圳市寶安區沙井河堤防淤泥地基處理
  15. According to the analyses of the visco - elastic and visco - plastic rheological properties of grey silt - like soft soils in yingkou district, the author interpreted that tyey show different rheological proprties as time and stress level changed

    於營口技粉質粘土的粘彈性及粘塑性流變特性,指出二者隨時間和應力水平的變化表現出不同的流變特性。
  16. The pore water pressure difference between silt and pvds ( or sand drains ) increases and the soil consolidation velocity is accelerated during the embankment construction

    在路填築期間,淤泥地基與豎向排水體之間的孔壓差增大,加速土體固結。
  17. Experimental study on dynamic compaction to improve saturated soft clay

    質粘土層的強夯試驗研究
  18. The results show that the increase of vacuum energy can not expand the influence scope of vacuum degree obviously when vacuum degree under membrane is high. the vacuum degree in the pvds is higher than vacuum degree in the sand drains, and the vacuum degree in the sand drain is higher than vacuum degree in the silt at the same depth in the ground during the initial stage of pumping

    分析結果表明:當膜下真空度較高時,真空能量的增加不會明顯增大真空度的影響范圍;在抽真空的初期,一般在相同的深度處:塑排真空度砂井真空度真空度。
  19. However, there are much silt, silty clay, and silt - and - sand bed in the highway grounds of many provinces and cities

    我國許多省市的公路中大量存在著質粘土、混砂層。
  20. However, there are much silt, silt clay, and silt - and - sand bed in the highway grounds of many provinces and cities. if expressways are built on these grounds without improvement or managed improvement, the quality of roads will fall even destroy

    我國許多省市的公路中大量存在著質粘土、混砂層,若不經過處理或處理不當,會引起道路質量的降低甚至破壞,因此,必須加強高速公路軟處理的研究。
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