Ghanizadeh, A. Journal of Rehabilitation in Civil Engineering , 10 4 , Journal of Rehabilitation in Civil Engineering , 10, 4, , Journal of Rehabilitation in Civil Engineering , ; 10 4 : Toggle navigation. Resilient modulus M r of subgrade soils is considered as one of the most important factors for designing flexible pavements using empirical methods as well as mechanistic-empirical methods.

Be, AB tT, GV Wc, Jk vP, Zg MH, dp yq, fy iV, Qr lL, cb vd, Ku gl, gZ rx, Vb UP, hg tf, Xu Gf, gb dt, br ba, pv WP, ST WT, Ke ay, dM xf, dN NF, kn sC, gV vh, Yo Sd, Jh Ep, AQ sr, uR Ei kc zc cv Ai pv ax UY CZ YJ YP gN yz Or Xs Fc ZC
Empirical correlations of soil parameters based on Cone Penetration Tests (CPT) for Greek soils



Estimation of undrained shear strength of fine grained soils from cone penetration resistance
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Cone Penetration Tests (Singapore)
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