- 地基應(yīng)力和變形壓縮指數(shù)
- 壓縮指數(shù)
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compression index中文什么意思
例句與用法
- The study shows that besides boundary conditions , the factors influencing the nonlinear consolidation behavior of soils are the compression index cc , the permeability index ck , the level and the rate of loading , and the thickness of soil , etc . in nonlinear consolidation , especially for layered soils , the average consolidation degree defined by settlement , us is greater than the one defined by effective stress , up , i . e . , the rate of the development of settlement is greater than that of the dissipation of excess pore water pressure
研究表明，除邊界條件外，影響軟土地基一維非線性固結(jié)性狀的主要因素是壓縮指數(shù)c _ c 、滲透指數(shù)c _ k 、荷載大小與加荷速率、土層厚度等。對于非線性固結(jié)，特別是成層地基，按沉降定義的平均固結(jié)度u _ s大于按有效應(yīng)力定義的平均固結(jié)度u _ p ，即沉降發(fā)展速率要快于超靜孔壓消散的速率。 - The research and contribution in detail are introduced as follow : ( 1 ) the driver characteristics > motor vehicle characteristics , road characteristics , macroscopic and microscopic flow parameters are analyzed . a new traffic flow continuum hypothesis is proposed . the compression index and elasticity coefficient are defined
具體工作如下： ( 1 )綜合分析了交通流中駕駛員的交通特性、車輛的交通特性、道路的交通特性、交通流的宏觀參數(shù)和微觀參數(shù)，提出了新的交通流連續(xù)性假設(shè)，定義了衡量交通流壓縮性的壓縮系數(shù)和彈性系數(shù)，分析了各種速度-密度模型所對應(yīng)的壓縮系數(shù)。 - Based on the new model , the influences caused by soil structure , apparent preconsolidation pressure , the re - compression index , the coefficient of secondary compression , the magnitude of loading , the coefficient of permeability , the rate of loading , the thickness of clay , the self - weight , the layered property etc , in the process consolidation of soil with structure , are analyzed in detail . the difference between the present model and yin & graham model was also given
基于本文新建模型，分析論述土結(jié)構(gòu)性、表觀前期固結(jié)壓力、再壓縮系數(shù)、次固結(jié)系數(shù)、荷載增量大小、滲透系數(shù)、加荷速率、固結(jié)層厚度、自重應(yīng)力隨深度變化和土體成層性等對土固結(jié)的影響，比較本文模型與yin & graham模型的異同，闡述土結(jié)構(gòu)性和流變性對軟土固結(jié)壓縮行為的影響。
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