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clayey

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clayey adj.黏土(多)的，黏土似的；泥質的(＝clayish...

adj. 黏土(多)的，黏土似的；泥質的(＝clayish)。 “clayey breccia“ 中文翻譯：   泥質角礫巖; 黏土質角礫巖“clayey earth“ 中文翻譯：   鐵礬土“clayey formation“ 中文翻譯：   粘土質地層“clayey gravel“ 中文翻譯：   泥礫“clayey ground“ 中文翻譯：   粘土地“clayey loam“ 中文翻譯：   亞粘土; 粘質壤土“clayey lome“ 中文翻譯：   黏性壤土“clayey marl“ 中文翻譯：   粘質灰巖“clayey mud“ 中文翻譯：   粘土質淤泥“clayey rock“ 中文翻譯：   粘土巖“clayey sand“ 中文翻譯：   帶土砂; 粘沙土; 粘土似的砂; 粘土質砂層; 粘質砂土; 黏土砂; 黏土質砂“clayey sandstone“ 中文翻譯：   粘土質砂巖“clayey sediment“ 中文翻譯：   粘土質沉積物; 粘土質泥沙“clayey silt“ 中文翻譯：   粘土質粉砂; 粘質粉砂; 粘質粉土; 黏土粉土; 黏土質粉土; 黏質粉土；黏質粉沙“clayey soil“ 中文翻譯：   粘性土; 粘質土壤; 黏性土壤“clayey strata“ 中文翻譯：   粘土層“active clayey mineral“ 中文翻譯：   活性粘土礦物“clayey silt nwq“ 中文翻譯：   黏質粉土“cohesive soil clayey soil“ 中文翻譯：   土的分類年粘性土“heavy clayey loam“ 中文翻譯：   重亞粘土“medium clayey loam“ 中文翻譯：   中粘壤土“fine-grained soil(silty and clayey)“ 中文翻譯：   細粒土“clayeux“ 中文翻譯：   克拉耶“clayette“ 中文翻譯：   克拉耶特“clayet“ 中文翻譯：   克拉耶“clayes“ 中文翻譯：   克拉耶

claymore

As far as the soft clayey rock , widely distributed in guangdong , is concerned , it will swell after unloaded and soften during immersion . its strength decreases with time after excavation . as a result , the slopes probably lose their stability in a long time , and in deed there are some failure cases reported in engineering 但對于在廣東頗具代表性的風化泥質軟巖，因開挖外露而導致的浸水軟化和卸荷膨脹，會致使邊坡巖土長期強度的減損，使得按巖土天然強度指標設計的邊坡的長期穩定性無法保障，也造成了一些工程事故。

Abstract : an iron - containing material with an iron grade of over 20 % can be recovered from magnetic separation tailings of liuling iron mine by gravity method . this material can be used instead of partial clayey material to produce portland cement so as to reduce the mine tailings discharge amount to 43 . 52 % , to raise the iron recovery from 70 . 89 % to 84 . 62 % and to reduce the iron ore powder consumption in raw cement mixture and the energy consumption of raw material grinding 文摘:用重選法從劉嶺鐵礦磁選尾礦中回收鐵礦物，可獲得鐵品位大于20 %的含鐵物料，用此物料代替部分粘土質原料生產硅酸鹽水泥，使礦山尾礦排放量減少至43 . 52 % ，鐵的回收率由70 . 89 %提高到84 . 62 % ，并且減少了水泥生料配料中鐵礦粉的用量，降低了生料粉磨能耗。

Through two group tests on clayey soils with different water contents under quick - soaking , slow - soaking , freezing - thawing , different stresses ; the following studies were performed : the relationship between mechanical strength and microstructure dynamic environmental energyfield of clayey soil ; the interrelation between the microstructure dynamic environmental energyfield ; changing of external environment and medium environmental intrinsic of clayey soil 摘要通過兩組不同含水率的黏性土分別在快浸、慢浸、凍融、不同應力條件下的試驗，討論了黏性土力學強度特性與其微結構動態環境能場的本質關聯，分析研究了黏性土微結構動態環境能場、外部環境條件變化與其內在介質環境變化之間的密切關聯。

The results show that the water soaking is vital to microstructure , its influence on shear strength is higher than it on deformation properties of clayey soil obviously ; when number of blows of more wet and vibrated soil increased , the damage of initial construction increased , but the later strength of construction increased for a little 結果表明，水的浸入對土的微結構特性影響至關重要，對土的抗剪強度的影響明顯高于土的變形特性，偏濕上和受振動的土擊數越多，對土的初始結構損傷越厲害，但土的后期結構強度有所提高。

It is the work presented herein that for the first time in the study of consolidation theory takes consideration of important properties of soft clayey soils such as non - linear characteristic , layered behavior and rheology in the same time , and provides efficient tools to give solution to one - dimensional non - linear rheological consolidation of layered soils 本文工作首次將軟粘土的非線性、成層性、流變等重要特性同時納入固結理論研究中，并為獲得成層地基一維非線性流變固結解提供了有效工具，從而發展和完善了固結理論。

The model shows that : 1 ) structure of the stabilized soil from silt is formed by hydrates , which are generated by hardening agent hydration , wrapping and cementing soil particles and filling pores among the particles ; 2 ) structure of the stabilized soil formed from clayey soil is formed by the hydrates wrapping and cementing clay particle groups , filling pores among the groups , and squeezing and filling pores in the groups 該模型認為：粉土固化土結構是由固化劑水化物充分包裹膠結土顆粒和填充土顆粒間孔隙而構成；黏性土固化土結構是通過固化劑水化物包裹膠結土團粒、填充土團粒間孔隙、擠壓填充土團粒內孔隙而構成。

Both linear and non - linear rheological consolidation behavior of soft clayey soils are then analyzed in detail by using aodnrcls . a variety of consolidation curves are prepared and the influence of various factors on the dissipation of pore pressure and the development of settlement and degree of consolidation are discussed 利用本文程序詳細地分析了單層、雙層和多層地基線性流變和非線性流變固結性狀，繪制了大量的固結曲線，討論了各種因素對地基孔壓消散、沉降以及固結度發展的影響。

By studying the strength behavior to these rocks , their shear strength ranges were given in different engineering environmental conditions . based on a series of triaxial tests on the soft clayey rocks , parameters of the constitutive model are provided , which are necessary in numerical analysis and engineering computation . according to the results in this study , mechanism of deformation and failure of soft clayey rocks was explored , and the data on their physical and mechanical properties were collected in guangdong 結合現代土力學原理，系統分析了風化泥質軟巖的結構特征，膨脹特性；探討風化泥質軟巖的強度特性，給出了風化泥質軟巖不同工程環境條件下的抗剪強度取值范圍；在三軸排水剪試驗成果基礎上，提供了工程數值分析和計算所需本構模型參數，揭示了風化泥質軟巖的變形破壞機理，建立廣東風化泥質軟巖的物理力學性質特征資料，為工程決策提供參考。

By an engineering example , the paper makes analysis of the problems existing in the assessment of a clayey ground , proposes that it would be appropriate to adopt manifold methods for the investigation and assessment of the clayey ground , in case of the standard value of bearing capacity does not coordinate with the value of modulus of compressibility , it is suggested that stratification and assessment should be made according to the modulus of compressibility , and checking computation of settlement should be conducted also 該文通過某工程實例，對粘性土地基評價中存在的問題進行了分析，認為采用多種方法對粘性土地基進行勘察和評價為宜，當承載力標準值與壓縮模量不協調時，建議按壓縮模量進行分層和評價，并且進行沉降量驗算。

The basic physical and mechanical properties , mineral composition , micro structures , swelling potential , consolidated drained triaxial shear strength , parameters of constitutive model and residual strength of the soft clayey rocks were tested in laboratory with a large number of natural samples . the changing trend of the strength about these rocks is obtained by modeling the condition of softening due to immersion . from the principles of modern soil mechanics , the structural and swelling characteristics of soft clayey rocks were analyzed systematically 本文通過現場調查，查明風化泥質軟巖的宏觀結構特征，利用現代試驗測試手段，取原狀土系統進行特殊土室內土工試驗，測定土的基本物理力學特性、礦物成分及微觀結構、膨脹性、三軸排水剪強度及本構模型參數、軟化殘余強度，并模擬土體在長期浸水軟化后的強度變化趨勢，測試該類土的浸水軟化殘余強度。

This study focused on construction technology of geogrid reinforced clayey soil embankment on common earth foundation . it is conducted according to a test road located in tongchuan , north - west china ' s shaanxi province . long term strain of geogrid in the embankment was researched 本文以陜西省省道305線土工格柵加筋路堤為實體工程，通過試驗路修筑，對土工格柵加筋路堤的施工技術進行了研究，分析了碾壓中的格柵損傷問題，對路堤中土工格柵的應變進行了測試與分析，并對土工格柵加筋路堤邊坡坡面防護技術進行了研究。

The analytical theory for one - dimensional large - strain and non - linear consolidation of soft soils under time - dependent loading obtained herein provides a direct and efficiency tool for the verification of numerical methods used in solving large - strain consolidation problems . moreover , the semi - analytical method and the corresponding computer code developed provide more reasonable theoretical supports for practical consolidation analyses and computations of soft clayey soils 本文在簡化假定下給出的考慮變荷載的軟粘土一維大應變非線性固結解析解為大應變固結問題各種數值解法的驗證提供了直接有效的工具；建立的半解析法和編制的相應程序為實際軟粘土地基的固結分析提供了更為先進合理的理論支撐。

It was shown that salt expansion value of low liquid - limit clay was accumulated before the sixth freezing and thawing cycles , but the increment of salt expansion was reduced gradually with increasing cycles ; the salt expansion accumulation of low liquid - limit clay could be separated into three phases ; the deformation of clayey sand was mostly frost heave and subsidence under cycles , and collapsibility value of clayey sand was accumulated with increasing cycles ; the variation of salt expansion ratio and collapsibility ratio was a parabolic function of freezing and thawing cycles 試驗結果表明：低液限粘土前五次凍融循環過程中鹽脹具有較好累加性，隨著凍融循環次數的增加，鹽脹量增長速度逐漸降低；含砂低液限粘土的鹽脹過程可以被分為三個階段；粘土質砂在凍融循環過程中的變形主要為凍脹和沉降變形，具有較好的溶陷累加性；低液限粘土、含砂低液限粘土的鹽脹率和粘土質砂的溶陷率與凍融周期之間的關系符合二次拋物線變化規律。

Based on the iterative methods and general analytical solution available for the problem of one - dimensional linear elastic consolidation of layered soils , a semi - analytical method is established herein for complex one - dimensional consolidation problems . by adopting linear rheological model of three units and non - linear rheological model of time lines , the semi - analytical method is respectively applied to solve the problem of one - dimensional consolidation of layered soft clayey soils with linear or non - linear rheological characteristics 基于多層地基?維線彈性固結解析解和迭代法，建立了能求解復雜一維固結問題的半解析算法，并將其分別應用于求解成層軟粘土線性流變一維固結問題(采用三元件線性流變模型)和成層軟粘土非線性流變一維固結問題(采用時間線非線性流變模型) 。

An iron - containing material with an iron grade of over 20 % can be recovered from magnetic separation tailings of liuling iron mine by gravity method . this material can be used instead of partial clayey material to produce portland cement so as to reduce the mine tailings discharge amount to 43 . 52 % , to raise the iron recovery from 70 . 89 % to 84 . 62 % and to reduce the iron ore powder consumption in raw cement mixture and the energy consumption of raw material grinding 用重選法從劉嶺鐵礦磁選尾礦中回收鐵礦物，可獲得鐵品位大于20 %的含鐵物料，用此物料代替部分粘土質原料生產硅酸鹽水泥，使礦山尾礦排放量減少至43 . 52 % ，鐵的回收率由70 . 89 %提高到84 . 62 % ，并且減少了水泥生料配料中鐵礦粉的用量，降低了生料粉磨能耗。

The spreading gradation gravelly soil is a kind of clayey coarse - grained soil . it ' s also a soil - rock mixtures . it ' s often divided into fine material and coarse material by the save of 5mm and the granutometric composition affects its project characteristics directly 寬級配礫質土是一種粘性粗粒土，是天然土石的混合料，它通常以5mm為界被分為粗料和細料兩部分，顆粒組成是決定寬級配礫質工工程特性的主要因素。

This article , against clayey and unclayey stratums in the changjiang river ' s levee , makes a complete analysis on the above - mentioned relationship , in opinion of geology and hydraulics . thus analysis makes theoretic support and clear learning to the slurry stable wall 針對長江堤防的粘性土和非粘性土層，本文從土力學和水力學的角度對此進行了分析，為泥漿固壁在理論上提供了依據并對此提高了認識。

This study focused on mechanism of geogrid reinforced clayey soil embankment on common earth foundation . it is conducted according to a test road located in tongchuan , north - west china ' s shaanxi province 本文以陜西省省道305線土工格柵加筋路堤試驗路為工程依托，通過有限元分析、離心模型試驗以及試驗路研究，對一般土質地基上土工格柵加筋粘性土路堤的機理進行了研究。

It is therefore of great theoretical and practical significances to make carefully and systematically studies on the theories of both small - strain and large - strain consolidation of layered soft clayey soils with non - linear and rheological properties 因此系統深入地開展更貼近實際的成層軟粘土地基大、小應變非線性流變固結理論研究具有重要理論和實際意義。