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TranslationMobile

路基抗力系數(shù)

"coefficient" in Chinese : adj. 共同作用的。 n. 1.共同作用；協(xié)同因素。 ...
"subgrade" in Chinese : n. 路基；地基。
"coefficient of dynamic subgrade reaction" in Chinese : 地基反力動力系數(shù)
"coefficient of subgrade reaction" in Chinese : 地基反力系數(shù); 地基剛度系數(shù); 地基系數(shù); 淺基礎基床系數(shù)
"coefficient of subgrade reaction ks" in Chinese : 基床反力系數(shù)
"dynamic coefficient subgrade reaction" in Chinese : 地基反力動力系數(shù)
"subgrade" in Chinese : n. 路基；地基。
"railway subgrade subgrade" in Chinese : 鐵道路基
"artificial subgrade" in Chinese : 人工路基
"benched subgrade" in Chinese : 臺口式路基
"compacted subgrade" in Chinese : 壓實路基
"desert subgrade" in Chinese : 沙漠路基
"dilatancy of subgrade" in Chinese : 路基膨脹
"elaxtic subgrade" in Chinese : 彈性地基
"flat subgrade" in Chinese : 素土平基

Examples

Coefficient of subgrade reaction
淺基礎基床系數(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。