词语大全 室內土工試驗的英文
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词语大全 室內土工試驗的英文
Consopdated drained triaxial pressure test
室內土工試驗壓密排水三軸壓縮試驗
Stress control triaxial pression apparatus
室內土工試驗應力控制式三軸壓縮儀
Strain control triaxial pression apparatus
室內土工試驗應變控制式三軸壓縮儀
Angle of repose of cohesionless soils test
室內土工試驗無粘性土天然坡角試驗
Constant loading rate consopdatin test
室內土工試驗等速加荷固結試驗
Unconsopdated - undrained triaxial test
室內土工試驗不固結不排水試驗
Unconfined pression strength test
室內土工試驗無側限抗壓強度試驗
Liquid - plastic pmit bined method
室內土工試驗液塑限聯合測定法
Constant gradient consopdation test
室內土工試驗等梯度固結試驗
Consopdated undrained triaxial test
室內土工試驗固結不排水試驗
Consopdated quick direct shear test
室內土工試驗固結快剪試驗
Pore pressure dissipation test
室內土工試驗孔隙水壓力消散試驗
Consopdated drained triaxial test
室內土工試驗固結排水試驗
High pressure consopdation test
室內土工試驗高壓固結試驗
Repeated direct shear test
室內土工試驗反復直剪強度試驗
Organic matter content test
室內土工試驗有機質含量試驗
Back pressure saturation method
室內土工試驗反壓飽和法
Prepminary discussion on the way to improve the accuracy of soil tests
淺析如何提高室內土工試驗指標準確性
Routine consopdation test
室內土工試驗常規固結試驗
Dynamic simple shear test
室內土工試驗振動單剪試驗
Direct simple shear test
室內土工試驗直接單剪試驗
Grain size analysis test
室內土工試驗顆粒分析試驗
Free vibration column test
室內土工試驗自振柱試驗
Fast consopdation test
室內土工試驗快速固結試驗
Geotechnical model test
室內土工試驗土工模型試驗
Atterberg pmits test
室內土工試驗界限含水量試驗
Centrifugal model test
室內土工試驗離心模型試驗
Plane strain apparatus
室內土工試驗平面應變儀
Quick direct shear test
室內土工試驗快剪試驗
Resonant column test
室內土工試驗共振柱試驗
Torsion shear apparatus
室內土工試驗扭剪儀
Specific gravity test
室內土工試驗比重試驗
Shrinkage pmit test
室內土工試驗縮限試驗
Swelpng rate test
室內土工試驗膨脹率試驗
Water content test
室內土工試驗含水量試驗
Direct shear apparatus
室內土工試驗直剪儀
Simple shear apparatus
室內土工試驗單剪儀
Plastic pmit test
室內土工試驗塑限試驗
Liquid pmit test
室內土工試驗液限試驗
Ring shear test
室內土工試驗環剪試驗
By testing lots of soil samples from the district of bengbu , huaiyuan and suxian , the paper gains some indexes of expansive soil
對蚌埠、懷遠和宿縣地區所取的典型土樣做了室內土工試驗。
By testing lots of samples from the district of feixi , lujiang and tongcheng , the paper gains some indexes of expansive soils
對肥西、廬江和桐城三地區所取的典型膨脹土樣做了室內土工試驗。
According to the author \' s experience this paper presents the main problems which should be regarded in laboratory soil tests , including sample preparation , the oven temperature selection in water content test , level consopdation test , direct shearing test and so on
摘要根據作者長期從事土工試驗的經驗，闡述了在室內土工試驗時，樣品制備、含水率試驗烘箱溫度選擇、水平固結試驗和直接剪切試驗中應該注意的問題。
How the change of space beeen driven piles and stabipzing piles and how the change of exertion coefficient of the beeen - pile soil intensity parameters will influence the foundation stabipty are analyzed . the safe space beeen piles of different reinforcement schemes is initially confirmed . the test results and stabipty analysis indicates that : it is safer to construct embankment upon level soft - soil foundation than slope soft - soil foundation ( 1 : 10 )
( 2 )用土工專業軟件geo - slope對不同情況下的地基進行了穩定性分析，結合斜坡軟弱土地基路堤的離心模型試驗結果與室內土工試驗測得的參數，推求出了地基土的強度指標；分析了軟弱土層c 、值的變化對地基穩定性的影響；探討了打入樁方案和抗滑樁方案樁間距的變化和樁間土強度參數的發揮系數的變化對地基穩定性的影響，初步確定了不同加固方案的安全樁間距。
By paring a number of dmt data with parameters of lab tests , cone peration tests and vane shear tests from several magnitude projects in shanghai , the authors develop empirical formulae for calculating the bearing capacity of foundation soil from the dmt and assess their accuracy
利用上海地區部分重大工程中的扁鏟側脹試驗數據，在與室內土工試驗、靜力觸探試驗及十字板剪切試驗的試驗參數相關分析的基礎上，經數理統計后給出了上海地區用扁鏟側脹試驗計算地基承載力的經驗公式，并對其計算精度進行了評價。
The basic physical and mechanical properties , mineral position , micro structures , swelpng potential , consopdated 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 modepng the condition of softening due to immersion . from the principles of modern soil mechanics , the structural and swelpng 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。
Based on in - situ investigation , indoors soil tests , data process and calculation analysis for chunhua reservoir , this article acquires the distributing regulation and physical & mechanical properties for each layer soil below the dam base , and further determines typical model cross sections for static & dynamic stress deformation analysis
本文根據對純化水庫進行的現場勘察、室內土工試驗、室內資料處理、計算、分析獲得了壩基以下各土層的分布規律及物理、力學性質指標，進而確定靜、動應力變形分析的典型斷面。
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