Issue 14

wh f k z d S  d K u Q i K All at t of for the on pro con C O      R E [1] [2] [3] [4] [5] [6] [7] [8] Accelle Force S ere = Sectio = Num = Half = Dept   f = Wave = 0.5 ρ = Horiz =      formula are he time of an wave force c ce in liquefie region. Base the length, perties lique sidering wav NCLUSION The result improveme For analysi dynamic pro The local co engineering In foundati with earthq The site geo liquefied su FERENCES A. Shafiee, A G. G. Amir J. P. Bardet, A. King Ste R. O. Davis D. Sam Liya John M. Fer Felix Y. Yok ration Spectr pectrum F S nal force on ber of wave length of wav h of liquid spectrum D C d ontal velocit 2 4 m D C    presented ab earthquake reated by liq d subsoil cou d on data pre depth, numb faction magn e characteris revealed that nt of structur s of soil me perties. de may be d society and i on seismic d uake force. logical struc bsoil. . Azadi, Jou i, R. Motame M. Kapuska phanie, S. Ki , J. B. Berrill, napathirana, ritto, Journa el, R. Dobry um   a S f    2 8 d f K   pile e y ove could be . In structure uid soil and ld be calcula sented in Ta er and spec itude fluctua tics in liquefi there is nee e have been chanical stab eveloped thr t should be a esign it is req ture will affe rnal of Asian d, R. Hashem r, Journal of remidjian An Geotechniqu H.G. Poulos l of the Tech , David J. Po A. Namdar et 4 4 16 co f    2 u u Q S f  applied for u stability not applied on ted using Eqs b. 1 and usin trum of wav te. This inve ed subsoil. d of establi constructed p ility need of ough the lon pproved by I uire analysis ct on the len Earth Scien i, H. R. Nou Geotechnica ne, H. Law K e, 48(2) (199 , Soil Dynam nical Council well, Richard alii, Frattura ed     2 2 d sh k z d sinh k    2 i a K S f nderstanding only earthqu structure fou 4-8. Tab.1 a g Eqs. 4-8, c e in the liq stigation can shing better reviously wi accurate ma g term resea nternational of wave for gth, depth, n ces, 29 (2007 ri, In: ICE, G l Engineering incho, In: C 8) 289. ics and Earth s of ASCE: P S. Ladd, Mi Integrità Strutt     S f  liquefaction ake force sh ndation. The nd Figs. 2-3 ould finalize uefied subso be leads to geotechnical thout conside thematical m rch project c Civil Engine ces created b umber, spec )105. eotechnical , 119(3) (199 onference on quake Engin roceedings o crostructural urale, 14 (2010) force is subj ould be calcu force maxim indicated the that the site g il, and due develop a h code as wel ring geotech odeling for onducted by ering Society y liquid soil trum, velocit Engineering, 3) 543. Natural Dis eering, 24(1 f the ASCE, Science, 2 (1 75-80; DOI: 10 ected to stru lated it is ess a, velocity, soil mechan eological str to changing ypothesis fo l as seismic nical site inv better unde local univer . based on w y and acceler 159 (2006) 2 aster Reducti 1) (2004) 867 103(1) (1977 980) 571. .3221/IGF-ESIS. (7) (8) cture founda ential to ana acceleration ical propertie ucture will af soil mechan r mathematic map zoning estigation. rstanding of sity or local ave theory al ation of wav 75. on, (1996) 12 . ) 65. 14.08 79 tion lysis and s of fect ical ally for soil civil ong e in 3.