Issue 14

A. 80 [9] [10 [11 [12 [13 [14 [15 [16 [17 [18 [19 [20 [21 [22 N O Φ C [ OM S.B γ [k μ E s f M.S F ρ D C d C m p(F μ ( f k z d S  d K u Q i K Namdar et alii, R. Peck, B. ] G. W. Clou Ithaca New ] O.U. Chang ] P. T. Brown ] H.-W. Ying ] R.-L. Wei, C ] J.-L. Yu, X- ] Y. Guanbao ] B. C. Punm ] J. R. Moriso ] C. C. Tung, ] V. J. Cardon ] R. G. Ticke ] L. E. Borgm MENCLATU [ ° ] kN/m 2 ] C % .C [kN/m 2 ] N/m 3 ] .L ) F)   f Frattura ed Integ Deep, In: 7 th gh, T. D. O’ York, (1990) -yu, Lai Chan , Computers , X.-Y. Xie, K hinese Journ N. Gong, Ch , G. Yongfa, ia, Soil Mech n et al., Petro J. Eng. Mech e et al., J. Pe ll, The Struct an, In: Offsh RE = F = S = O = S = U = P = M = S = M = F = D = D = D = I = F = E = S = N = H = D = W = 0 = H =  rità Strutturale, ICSMKFE. Rourke, In: D 439. g-her, Can. and Geotech .-H. Xie, Jou al of Geotec ina Civil Eng EJGE, 15A anics and Fo l. Trans, AIM . Div., ASCE trol. Tech., 2 ural Enginee ore Tech. C riction Angle oil Cohesion ptimum Mo afe Bearing C nit Weight oisson ratio odulus Elas oil Safety Fa ax Safe Loa orce ensity of flu iameter of p rag coefficie nertia coeffic orce maxima xtreme force ectional forc umber of w alf length of epth of liqu ave spectru .5 ρ D C d orizontal ve 2 4 m D C        14 (2010) 75- State-of-the-A esign and P Geotech. J., 3 , 1(3) (1995) rnal of Build hnical Engin ineering Jou (2010). undations, M E, 189 (195 , 100 (1974) 8 (1976) 385 r, 55 (1977) 2 onf., Housto isture Conten apacity ticity [kN/m ctor d [kN] id ile nt ient rate density e on pile ave wave id m locity 80; DOI: 10.3221 rt-Volume, erformance o 1 (1994) 204 8. ing Structure eering, 19(6) rnal, 35(4) (2 adras (1988). 0) 149. 873. . 09. n, (1969) 721 t % 2 ] /IGF-ESIS.14.08 Mexico City, f Earth Reta . s, 20(4) (199 (1997) 88. 002) 86. . (1969) 225. ining Structu 9) 59. re. ASCE Special conference