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? 8 8H BH 1 BH2 BH3 BH6 BH7 QD8HZDQY8> # ZDQ C/A+ Y8> D CRR/CSR BG+,2:Sr IP,2:rPA e c e 0 g$ #? &J X SPT - σ SPT-τ/σ #" hb 3 P P P P P P P P 6 P P P P P P P P 9 IP P IP IP IP IP IP P 12 P P IP IP IP IP P P 15 P P IP P P P P P 3 P P P IP P P P P 6 P P IP IP IP P P P 9 P P IP IP IP IP P P 12 P P IP P P P P P 15 IP P IP P P P IP P 3 P P P IP IP IP P P 6 P P P IP IP IP P P 9 P P P IP IP IP P P 12 P P P P P P P P 15 P P IP P P P P P 3 P P P IP IP IP P P 6 IP P IP IP IP IP IP P 9 IP P P IP IP IP IP P 12 P P P P IP P P P 15 IP P IP IP IP IP P P 3 P P P IP IP IP P P 6 P P P P P P P P 9 IP P P IP IP IP IP P 12 P P P P P P P P 15 IP P IP P P P P P R&,& gci,: %7+L)L,2"5,: %L,2!bU%2abR:K>& 5B\] A5M:)c@,+ %LG) ":53!@5 U2nM U%2ab+ %LMH B\]^kA55<D "/>/'+ %L+%)"/>/':/,"+5 U% B\]^kA55%< "/>/'+ %L+%)"/>/':/,"+5!'/U%2ab+ %L B\]^_A5Q[K5%< Alisha, K, (2004) Soil Liquefaction, Mid-America Earthquake Center and Georgia Institute of Technology Al-Karni, AA,(2007) Evaluation of liquefaction potential of the soil at the university of jazan in jazan city in the southwest of Saudi Arabia,Proceedings of the World Engineering Congress, (WEC 07), Penang, Malaysia, pp: 327-334 Anderson, DL and Byrne, PM and DeVall, RH and Naesgaard, E and Wijewickreme, D,(2005) Report geotechnical design guidelines for buildings on liquefiable sites for greater vancouver region, Greater Vancouver Liquefaction Task Force Report (GVLTR), University of British Columbia,pp:32-33 Balideh, Sand Goshtasbi, Kand Aghababaei, Hand Khaji, N and Merzai, H,( 2009) Seismic analysis of underground spaces to propagation of seismic waves (case study: masjedsoleiman dam cavern) J Applied Sci, 9: 1615-1627, Boulanger, RW,(2002) Evaluating liquefaction resistance at high overburden stresses,proceedings of the 3rd US-Japan Workshop on Advanced Research on Earthquake Engineering for DamsUniversity of California Boulanger, RW and Idriss, IM,(2004) State normalization of penetration resistance and the effect of overburden stress on liquefaction resistance, University of California Idriss, IM and Boulanger, RW,(2003) Relating k and k to SPT Blow Count and to CPT Tip resistance for use in evaluating liquefaction potential, University of California Idriss, IM and Boulanger, RW(2004) Semi-empirical procedures for evaluating liquefaction potential during earthquakes, Proceedings 11th SDEE and 3rd ICEGE, Berkeley, CA,pp: 484-491 Ishihara,K,(1985) Stability of natural deposits during earthquakes,11 th Intconfsoil mech Fund Engrg1Sanfransisco,ca321-376 Maugeri, M and Monaco, P, (2006) Liquefaction Potential Evaluation by SDMT, Proceedings Second International Conference on the Flat Dilatometer, Washington DC pp: 295-305

Mihai, Pand Gosav, I and Rosca, B,(2010) Study on the earthquake action of old masonry structures, J Applied Sciences, 10: 157-165 Polito, CP,(1999) The effects of non-plastic and plastic fines on the liquefaction of sandy soils PhD Thesis, Faculty of the Virginia Polytechnic Institute and State University in Partial Pp:222-233 Robertson, PK,(2007) Seismic design for liquefaction summary Youd and Hoose, SN,( 1978) Historic Ground Failures in Northern California Triggered by Earthquakes US Geological Survey, Professional Paper 993