silty soil 中文意思是什麼
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Considering the similitude law for shaking table test, we study the test results and obtain some conclusions which are a ) generally, the silty soil in test box liquefies and the liquefied time has relation with the amplitude of acceleration, b ) when the intensity is on and above eight degree, the silty soil deposit will be liquefied dramatically, c ) the relationship of the pore water pressure is relevant to the cycle loading which represents when the cycle loading ranges from little to great, the relationship is represent as a concave curve, or else as a protruding curve and tends to stability. ( 3 ) based on the triaxial compression test and the resonant column test, some studies are made such as a ) the duncan - chang parameters of constitutive model, b ) the dynamic shear modulus ratio and c ) the damping ratio of the site soil deposits. in order to deal with the test data, a computer program is compiled
（ 2 ）利用小型振動臺進行了k _ 0固結狀態下粉土的振動液化模擬研究，通過分析正弦荷載作用下的試驗資料，驗證了粉土的孔隙水壓力增長模式的合理性；從微分方程推導了基於土體振動臺模型試驗的相似律，並從模型實體、孔壓時程曲線和相似律等方面做出了分析，得出了如下結論：在小型振動臺試驗中，模型箱中的粉土都發生了液化，液化的時刻和輸入加速度幅值有關，而對頻率的變化不太敏感；粉土在相當於8 9度地震烈度的加速度幅值作用下可能產生嚴重的液化；孔壓的增長曲線形狀與施加的荷載有關：當施加荷載為由小到大的形式時，曲線形狀為上凹的曲線；當施加荷載為等幅的正弦荷載或荷載幅值由大到小時，曲線形狀為上凸的曲線，且逐漸趨于穩定。 -
In order to direct the water to the forebav of the pump station from the original canal, a channel long 135 m is designed. it crosses through the terrain top with a depth of more than 50 m. soil of the channel slopes is a strongly - weathered silty and sandy mudstone with many well - developed reticular cracks and takes the structural surfaces almost same as the channel slopes
東深供水工程金湖泵站位於塘廈鎮東面，屬低山、殘丘地貌，地面高程22 60m ；泵站前池進水渠橫切山脊，連接原東深供水河，設計開挖1條長135m的進水渠，坡高50多米，邊坡土質為強風化的粉砂質泥巖，網狀裂隙發育，結構面基本與坡面重合；坡體土質中含有較多的粘土礦物，具有遇水軟化的特性。 -
And it should be ascribed to silt according to the view of its mineral composition, particles distribution, physical and mechanical indices. not only is the content of cla > relatively high, but also the exchange capacity of ion, chiefly high - electronvalent calcareous ion, is great. due to aggregations filled with pore among inter - particles, the soil has the engineering properties of silty clay
從其礦物成分、顆分試驗及物理力學指標來看，它應歸屬于粉土，但由於土中的粘粒含量較高，且粒間充填集聚體，土的離子交換容量較大，交換陽離子以高價鈣離子為主，故其仍表現出粉質粘土的工程特性。 -
Techmat inc. is a canadian company from the province of quebec, that is cooperating with chiao - tung university in hsinchu and groundmate engineering consultant co. to implement an innovative soil engineering project called " dynamic behavior of silty fine sand "
在您評估國際投資案規劃營運策略時，您務必要知道，加拿大的營利事業所得稅稅制，優于許多七大工業國家 -
Based on the foundation " liquefaction test study on the rapid railroad bed " supported by the railway department, some works on the liquefaction of silty soils have been carried out. in this dissertation, after making a short review of the works on seismically induced soil liquefaction, some research results are presented, which include the following contents. ( 1 ) depending on the dynamic triaxial test, the liquefaction strength of the silty soils is studied and two new models are proposed to evaluate the pore water pressure and the strain of the saturated silty soils during earthquake
結合鐵道部發展基金項目： 「高速鐵道液化土地基試驗測試研究」 ，本論文概括總結了地震液化的研究現狀，就滬蓉高速鐵路徐州段可液化場地粉土地基的液化特性問題開展了一些研究工作，內容如下： （ 1 ）提出了基於實用目的的粉土的孔隙水壓力增長模式和永久應變勢計算模型，並把此兩模型應用於場地的地震反應分析和地震液化性能的評價中；依靠循環振動三軸試驗技術，對粉土地基的地震液化強度進行了試驗研究；驗證了密實度是粉土液化的重要影響因素。 -
Sometimes, some silty soil, super soft soil, because of its high compressibility, low strength, high water component, high dexterousity, has notable rheological behavior
往往某些淤泥質土、超軟粘土，其壓縮性高、強度低、含水量高、靈敏度高，具有較顯著的流變特性。 -
With the combination of engineering examples, influence on the reliability of silty soil slope by rain infiltrate is discussed
並結合工程實際，探討降雨滲透影響下對粉質土邊坡可靠度的影響。 -
Different from clay soil and sand soil, the particle extent of silty soil is more narrow, so the component design method and construction technology, which is reasonable for clay soil and sand soil may not be effective to silty soil
粉質土不同於粘性土和砂性土，其粒度分佈范圍窄，所以適用於粘性土與砂性土的配合比及施工技術與方法並不就一定適用於粉質土。 -
In the light of its special property being not easy to gain strength, through mechanics researches on different methods to stabilize this kind of low _ liquid _ limit silty soil as subbase material, evaluated both technically and economically, we have got a cement lime stabilization plan to meet the index requirements for non _ side _ limit strength of compression of subbase of class2 road stipulated in the specification ; by means of improving the workmanship, thickening the loose layer of soil, adding soil on covering weave fabric before compaction, such problems can be solved as very poor compaction, loose surface during compaction, roughness and unevenness, coats of layer and shear damages
本文針對黃河沖積而成的低液限粉土其粘粒含量極低、土的不均勻系數很小、膠體活性差的工程特性，通過採用不同方法穩定該類土作底基層材料的力學性能研究，從技術、經濟角度綜合評價，得到滿足規范抗壓強度指標要求的水泥石灰穩定方案。通過對原材料、試驗配合比設計、施工、等方面進行優化，從而顯著減輕了基層的早期及長期縮裂程度，從而提高了路面的耐久性。 -
Through lab tests on melted and common dark green silty soil of the passway in shanghai fuxing east road tunnel by using the typical triaxial test machine - ckc, their dynamic stress and stress - strain relations with different frequencies were studied
摘要以上海復興東路越江隧道江底旁通道凍結施工中的原狀和凍融作用后的暗綠色粉質粘土為研究對象，運用ckc循環三軸儀，採用不同的頻率來摸擬行車荷載進行室內動三軸試驗。 -
Electrical resistivity feature of saturated silty soil in yellow river estuarine area and its engineering geology application
黃河口飽和粉土的電性特徵及其工程地質應用 -
In addition, influence to density and strength of cement - stabilized soil because of molding delay and reasonable curing period from completion of subbase to the compaction of road - base are also researched. finally, experiment section of cement - stabilized silty soil subbase is constructed according to lab research results, and construction methods are summarized
此外，研究了延遲成型時間對水泥穩定土的密度和強度的影響及底基層成型后至基層壓實前的合理養生齡期，最後，根據大量的室內研究成果進行了大劑量水泥穩定粉質土底基層試驗路的鋪築，並對施工工藝進行了總結。 -
In this paper, combined with the construction of shangqiu to kaifeng freeway, the component design method of cement - stabilized silty soil and the strength, modulus and anti - cracking performance of the mixture are researched systemically in lab and on site
本文結合商丘至開封高速公路底基層的修建，對大劑量水泥穩定粉質土材料組成配合比、強度、模量、抗裂性等變化規律進行了室內、外系統試驗研究。 -
Secondly, in combination with basic physical experimentation of the henan item “ study on embankment settlement mechanism and development rule for highway in the silt soil region ”, the mechanics speciality of silty soil is completely cognized and realized, through the laboratory experimentation of three kind of classical silty soil in puyang city. the experimentation include laboratory physical mechanism test, static compaction test, direct shear test, permeability test. and also analysis the influence of water content on soil ’ s shear strength, permeability and other mechanism character
其次，結合河南項目「粉砂土地區高速公路路基沉降機理及其發展規律研究」課題的基本物理試驗部分，通過對濮陽市三種典型的粉質土的室內物性力學性質試驗、標準擊實試驗、直接剪切試驗、滲透試驗等一系列試驗研究，對粉質土的各力學特性進行全面系統的認識和了解，分析了含水量對粉質土的抗剪強度、滲透性等力學性質的影響。 -
Dynamic characteristics of silty soil under cyclic loadings
循環荷載作用下粉土的動力學特徵 -
Sample ' s disturbance effects on dynamic properties of saturated silty soil
取樣擾動對飽和粉土動力特性的影響 -
Based on the annlysis of the stabilization method of soil used for sub - base and fully laboratory test, this paper puts forward the stablization method for silty soil in handan area
本文通過分析當前常用的路面底基層的穩定土加固方案，通過系統的試驗，針對邯鄲地區低液限粉土，提出了穩定加固方案。 -
These methods not only succeeded in the construction of handan - linqing highway, which the stabilized silty soil used for sub - base, but also benefit to the construction of road sub - base with similar conditions in handan and other areas
本課題不僅可解決邯臨二級公路含砂低液限粉土加固利用的實際問題，而且對節鄲市所轄其它公路和其它地區類似土質的加固和利用有一定的參考價值，具有重要的現實意義。 -
At last, the curve of water and shear strength is used to set up calculation project to simulate the influence of rain infiltrate on slope stability. after analysis the result, a applied method is provided for slope reliability analysis in silty soil region
最後應用試驗所得水-抗剪強度指標的關系曲線建立計算方案來模擬降雨對粉質土坡穩定性的影響，為粉質土地區邊坡可靠性分析提供一個實用的分析方法。 -
Basing on existing test equipments, we select sandy soil and silty soil for lab simulation test. through the process of test, we rigid control the moisture content and destiny of soil. on one hand, the conclusions of lab simulation test verified the laws of diffusion and transfer of additional stress
本文選擇室內模擬試驗進行土中應力分佈傳遞過程的模擬，在土中應力分佈傳遞規律影響因素的分析的基礎上，提取影響應力分佈傳遞的控制因素，在控制主要影響因素情況下，簡化試驗初始條件，選用砂土與粉土進行室內模擬試驗研究。
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