coefficient of subgrade中文是什么意思

發(fā)音:

中文翻譯
造句

路基抗力系數(shù)

coefficient adj. 共同作用的。 n. 1.共同作用；協(xié)同因素。 ...
subgrade n. 路基；地基。
coefficient of dynamic subgrade reaction 地基反力動力系數(shù)
coefficient of subgrade reaction 地基反力系數(shù); 地基剛度系數(shù); 地基系數(shù); 淺基礎(chǔ)基床系數(shù)
coefficient of subgrade reaction ks 基床反力系數(shù)
dynamic coefficient subgrade reaction 地基反力動力系數(shù)
railway subgrade subgrade 鐵道路基
artificial subgrade 人工路基
benched subgrade 臺口式路基
compacted subgrade 壓實路基
desert subgrade 沙漠路基
dilatancy of subgrade 路基膨脹
elaxtic subgrade 彈性地基
flat subgrade 素土平基
natural subgrade 天然路基
original subgrade 原土路基
permafrost subgrade 凍土路基
raw subgrade 天然路基
reservoir subgrade 水庫路基
rock subgrade 巖石路基
sandy subgrade 砂質(zhì)地基; 示質(zhì)路基
shapped subgrade 土弧基礎(chǔ)
stabilized subgrade 穩(wěn)定路基
stratified subgrade 成層路基
subgrade bed 路基基床

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例句與用法

Coefficient of subgrade reaction
淺基礎(chǔ)基床系數(shù)
Coefficient of subgrade
路基抗力系數(shù)
Based on shear stress - strain relation of soft soil , an approximate solution to the coefficient of subgrade reaction in elastic stage is proposed
在對軟土流變研究的基礎(chǔ)上，采用抗剪強度折減的方法在基坑工程中考慮流變的影響。
Moreover , the coefficients of subgrade reaction are often determined by empirical analysis , which influences the security and economy of foundation engineering
這對圍護結(jié)構(gòu)變形、內(nèi)力預(yù)測結(jié)果的影響很大，直接影響了圍護結(jié)構(gòu)方案的安全性和經(jīng)濟性。
The analytical and numerical solutions of the established mathematical model have been achieved . in the whole paper , two - parameter method is employed to calculate the coefficient of subgrade reaction or subgrade modulus
本文將雙參數(shù)法引入到土抗力模數(shù)或地基系數(shù)的計算中，并貫穿到整個結(jié)構(gòu)計算中。
( 4 ) according to the settlement calculation method in this paper , the main influence factors , such as displacement ratio , modulus of cushion , modulus of pile , and coefficient of subgrade , are discussed in this paper and the curves that reflect the relationships of the composite modulus and the influence factors have been achieved
( 4 )根據(jù)本文建立的沉降計算方法，對復(fù)合地基模量的主要影響因素：置換率、褥墊層彈模、樁體模量、基床系數(shù)等進行探討，最后得出了它們和復(fù)合地基模量之間的關(guān)系曲線。
Various distribution models of the coefficient of subgrade reaction can be considered after the two - parameter method is employed . the commonly used " k " method , " m " method , and " c " method can easily be obtained from it . thus , the solutions of the internal force along the studied stabilizing piles have more ordinary representation by the two - parameter method
2 、引入雙參數(shù)法后，能夠考慮土抗力的多種分布模式，常用的m法、 k法、 c法均被涵蓋在其中，從而在計算樁的嵌固段內(nèi)力分布時得到的計算表達式更具有代表性。

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