殘積土 的英文怎麼說

中文拼音 [cán]
殘積土 英文
eluvial soil
  • : Ⅰ形容詞1 (不完整; 殘缺) incomplete; deficient 2 (剩餘的; 將盡的) remnant; remaining 3 (兇惡...
  • : Ⅰ動詞(積累) amass; store up; accumulate Ⅱ形容詞(長時間積累下來的) long standing; long pending...
  1. The residue accumulation status of copper in orchard soil where bordeaux mixture was applied for many years, its effects on fruits and intercrop and interplanting of another crop were elaborated

    闡述了因長期施用波爾多液致使銅在果園壤中的累狀況及其對果園作物生長的影響。
  2. A study on calving property and softening damage parameter of grs

    花崗巖殘積土的崩解性及軟化損傷參數研究
  3. Discussion on physico - mechanical properties and deformation characters of eluvial soil of granite

    花崗巖殘積土物理力學性質及變形特性的探討
  4. Study on latitudinal effect on lateritization of eluvial soil on granite and cuase for weak lateritization of the soil in hongkong

    華南花崗巖殘積土化程度的地帶性與香港該類不發育的原因
  5. Investigation on failure of granitic residual slope by using centrifugal model test

    用離心模型試驗研究花崗巖殘積土邊坡的破壞特性
  6. The slope project is one of the three big problems of geotechnical engineering ; cut soil slope is one of the important types of slope projects ; engineering construction of the traffic, such as highway, railway in the mountain area and hills area etc. is developing rapidly, which will inevitably encounter the deformation and stability of cutting cliff debris and residual soil slopes

    邊坡工程是巖工程三大問題之一;路塹式邊坡是邊坡工程中的重要類型之一;迅速發展的山區和丘陵地區的公路、鐵路等交通工程建設,必然會遭遇路塹式坡殘積土邊坡的變形與穩定性問題。
  7. Another hidden danger is the weakening of the impervious ability of the dam resulting from the closeness of the height of line seepage of the reservoir water level to the contact plane between the residual solum, talus solum and basement rocks

    水庫水位浸潤線標高和與基巖接觸界面標高較接近,而使此高程的防滲能力更加薄弱,這也是此壩體的隱患之一。
  8. The detection of hidden dangers in jinjiang reservoir dam with ground penetrating radar shows that the major hidden dangers of the dam are the karst caves in the dam basement rocks and the soil caves which were formed in the residual sola and talus sola by percolating channels such as faults and fissures

    摘要在金江水庫壩體隱患探測中,使用地質雷達發現壩體的主要隱患來自壩體基巖的溶洞和因斷裂、裂隙等滲漏通道在層中所成的洞。
  9. Parent material, whether residual or transported, is the basis of all soils.

    母巖物質無論是的,或是搬運的,是所有壤的基礎。
  10. The reason for the failure of loosely residual soil slopes triggered by rainfall is that the contractive failure caused by the penetration of rainfall, giving rise to a high excess pore pressure which reduces shear strength of the soil. the soil is prone to flow slide after failure under the action of gravity due to its high moistu re content

    蔣家溝地區坡殘積土斜坡在暴雨條件下的破壞是由於降雨入滲導致體發生剪縮破壞,破壞後體的孔隙水壓力升高形成超孔隙水壓力、體強度降低、破壞迅速擴展所致,因而大多數斜坡呈流滑型破壞並具有突然性破壞特點。
  11. Study on classification of granite residual soils

    花崗巖殘積土的分類研究
  12. Engineering characteristics of cutting slope of granite residual soil

    花崗巖殘積土開挖邊坡的工程特性
  13. Effect of microfissure in residual soil from granite to stability of pit

    花崗巖殘積土中微裂隙對基坑安全的影響
  14. Discussion about the geotechnical character of granite residual soil in fujian province

    淺談福建省花崗巖殘積土的巖工程地質特性
  15. The train of thought on adopting granite residual soil as the bearing course in local areas of the gravity wharf for dachanwan port area container wharf phase project in shenzhen port is expounded

    摘要介紹深圳港大鏟灣港區集裝箱碼頭一期工程重力式碼頭局部位置採用花崗巖殘積土作為持力層的設計思路。
  16. Most slope failures are caused by the infiltration of rainwater into a slope

    廣泛存在於我國南方大部分地區的殘積土等粘性坡,常在雨季發生滑坡。
  17. Fundamental behavior and constitutive modeling of a cdg residual soil under undrained shear

    不排水條件下全風化花崗巖殘積土工程特性與本構模型
  18. The results are as follows : trace elements such as cd, sb, zn and u can change residual soil composition deeply, elements such as ree, y, cr and cu can change water bodies and their sediments composition deeply, while elements such as v, ni, mo and tl can change residual soil, water bodies and their sediments composition deeply during black shales weathering

    結果表明:在黑色頁巖風化過程中, cd 、 sb 、 zn 、 u等元素對殘積土壤組成影響較大, ree 、 y 、 cr 、 cu等元素對周圍水體及沉物組成影響較大,而v 、 ni 、 mo 、 t1等元素對殘積土壤和周圍水體及沉物組成影響都較大。
  19. Numerical models were used to study how the infiltration into a slope varies with the rainfall intensity, rain fall duration, soil properties and how the infiltration influences the stability of a slope. a numerical program is coded to solve the transient seepage field by using the finite element and finite difference methods based on the saturated - unsatured soil seepage theory. a model for considering the variations of soil weight and shear strength is created / constructed and the corresponding program is coded

    本文針對受降雨影響顯著的非飽和殘積土坡,運用飽和?非飽和壤水分運動的理論和二維非穩態滲流有限元模型,模擬雨水入滲引起的暫態滲流場,將計算所得到的暫態孔隙水壓力分佈用於考慮了基質吸力影響的坡穩定安全系數的計算當中,建立了考慮非飽和坡從雨水入滲到出現滑坡危險全過程的計算模型。
  20. A systematic study is conducted on engineering behaviors of residual soil, failure mechanism of residual soil slope and mechanism of natural flow slides triggered by rainstorm in jiang jia drainage area. to investigate engineering properties of disturbed soils, a series of tests, including grain - size analyses, permeability tests, direct shear tests and dynamic iriaxial lest is performed on specimens

    本文在總結熱帶坡殘積土地區暴雨滑坡轉化成泥石流的研究現狀和進展的基礎上,對雲南東川市蔣家溝地區坡殘積土的工程特性、暴雨條件下斜坡體的破壞機理、暴雨滑坡轉化成泥石流的形成機理和形成過程進行了較為系統的研究。
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