index n. (pl. -es, -dices ) 1.索引。 2.指標,標準,標志。 3.示[食]指 (=index finger)。 4.指數(shù)。 5.【印刷】指標,標記,參見號。 6.(刻度盤上的)指針;【機械工程】(銑床)分度(頭)。 7.〔the I-〕【天主教】禁書目錄。 card indexes 卡片索引。 Style is an index of the mind. 風格是心靈的反映。 the cost of living index 生活費指數(shù)。 a price index 物價。 an index pin [plate] 指度針[盤]。 a fixed index 固定瞄準器。 vt. 1.為…加索引;把…編入索引,指明,指出。 2.〔美口〕按生活指數(shù)調(diào)整(價格)。 vi. 加索引。 index arbitrage 【經(jīng)濟學(xué)】指數(shù)套利〔指幾乎在同一時間購買和出售股票及相應(yīng)的期貨,利用其差價賺錢〕。 n. -er 編索引的人。 adj. -ical ,-less adj. 無索引的。
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。