淤泥土 的英文怎麼說

中文拼音 []
淤泥土 英文
miry soil
  • : 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...
  • 泥土 : 1. (土壤) earth; soil; dirt2. (粘土) clay; argilla
  1. Instead of bulldozing off the clay and exposing the rock, drilling was carried out through the clay and the rock by the use of special equipment.

    在這里使用特殊設備穿入層和基巖中進行鉆眼,以取代常規的清除掉層使基巖外露的施工方法。
  2. Because the soft deposit contains silt, floury thin sand, medium thin sand, fill section and so on, the scheme of foundation treat can not be easily decided

    由於軟基中含有、粉細砂、中粗砂、雜填等,且質很不均勻,基礎處理方案很難確定。
  3. The paper also has a research on the influence of compound soil nailing behavior in the perspective of silt and hardpan of the effect of the width of soil - cement mixing piles. 3. with the analysis of various effecting factors on compound soil nailing, the paper holds a analysis of the mechanism ’ s essence of the compound soil nailing

    2 .深入分析了體的彈性模量,水攪拌樁的彈性模量,水攪拌樁擋墻的寬度,釘長度的變化以及釘傾角的變化對復合型釘墻變形性狀和釘軸力的影響,以及水攪拌樁擋墻的寬度在淤泥土層以及砂層中對復合型釘墻支護變形性狀的影響。
  4. 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,除海邊有砂性外,大部分地域巖條件相對較好,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。
  5. Through indoor routine tests, the physical and mechanical natures of intact and remolding soil of muck and mucky soil, in fuzhou, are analyzed in this thesis. the results reveal that water content, void ratio, shear strength of remolding soil samples are lower than those of intact samples. then qualitative analysis on the mineral composition, chemical composition and microstructure characteristic and types of the soft clay is given

    本文通過室內常規試驗對福州地區質粘的原狀樣和擾動樣的物理力學性質進行了分析,觀察樣受擾動后一些物理力學指標的變化情況,發現擾動軟粘樣的含水量、孔隙比、抗剪強度指標均比原狀樣低;並從軟粘的礦物成份、化學成份以及微觀結構特徵和類型上定性地分析。
  6. The results of field observation showed that mucky clay in the shore slope of the wharfs was the stratum with the most obvious horizontal displacement and most of the pile heads close to the retaining walls inclined towards the land to different degrees, agreeing well with the inclination of pile heads as observed on site

    原型觀測結果表明:碼頭岸坡內的質粘層為水平位移最明顯層,靠近擋墻的大部分樁頂都出現了不同程度的向陸側傾斜,這與實際見到的樁端傾斜狀況完全相符。
  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. The water mains had numerous breaks, with the great majority of the breaks occuring in sand, silt, or filled ground.

    自來水干線有許多處破裂,但絕大多數的破裂發生在砂地,地或回填中。
  9. It is concluded that the filled soil is silt soil with high liquid limit and plastic limit, which has the low swelling property in natural state

    結果認為,此路基填為高液限和塑限的質軟,天然狀態下具有弱膨脹性。
  10. 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地形測量研究的基礎上,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壤水分與tu光譜值的定量數學模型,提取潮灘壤含水量信息,然後通過潮灘壤水分與地形的定量關系,結合gis技術反演潮灘地形。
  11. Members were concerned about the risk and alternative of treatment of contaminated soil as well as the liability for land contamination

    委員對處理受污染的的風險及不同方法,以及對地污染的責任表示關注。
  12. 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

    摘要介紹了地質臺后採用粉噴樁、塑料排水板、工格柵、反壓護道等措施的設計與施工控制,對臺后軟基處治工程的施工有指導意義。
  13. Sediment in the lower yellow river irrigation is mainly treated with warping and improvement of saline - alkali soil, low and waste lands, which plays an important role in improving the ecological environment and developing the agricultural production in the areas by two banks of the lower yellow river

    黃河下游引黃灌溉中的沙主要採取放、改造低洼鹽堿沙荒地,對黃河下游兩岸發展工農業生產、改善生態環境,起到了重要作用。
  14. Based on the creep experimental curve, the creep deformation law of silty soft clay of the first marine layer and its constitutive relationship among stress - strain - time is studied in this paper

    本文在蠕變試驗曲線的基礎上,研究了天津市第一海相層質粉質粘的蠕變變形規律,得出應力、應變、時間三者之間的本構關系。
  15. He throws me into the mud, and i am reduced to dust and ashes

    神把我扔在中,我就象塵和爐灰一般。
  16. He hath cast me into the mire , and i am become like dust and ashes

    19神把我扔在中,我就像塵和爐灰一般。
  17. He has cast me into the mire, and i have become like dust and ashes

    上帝把我扔在中,我就像塵和爐灰一般。
  18. Technical specification for excavation volume measurement in maintenance dredging engineering for port on muddy ground

    質港口維護性疏浚工程方計量技術規程
  19. 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地基中的應用
  20. 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,地基強度平均提高了97 ,地基中已消失;與粉噴樁加固地基相比,節省經費39 。
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