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基于加筋土結(jié)構(gòu)的內(nèi)部穩(wěn)定性的抗震設(shè)計(jì)可靠性(英文文獻(xiàn)翻譯)(更新版)

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【正文】 thetic reinforced soil walls: A reliability based approach. J Geotech Geoenviron Eng ASCE 136(6):797–812 Basha BM, Babu GLS (20xxb) Reliability assessment of internal stability of reinforced soil structures: A pseudodynamic approach. Soil Dyn Earthq Eng 30(5):336–353 Basma AA, Barakat SA, Omar MT (20xx) Reliability based risk index for the design of reinforced earth structures. Geotech Geol Eng 21:225–242. doi::102493 2408001 Bathurst RJ, Cai Z (1995) Pseudostatic seismic analysis of geosynthetic reinforced segmental retaining walls. Geosynth Int 2(5):787–830 Chalermyanont T, Benson C (20xx) Reliabilitybased design for internal stability of mechanically stabilized earth walls. J Geotech Geoenviron Engnrg ASCE 130(2):163–173. doi: (ASCE)10900241(20xx)130:2(163) Duncan J (20xx) Factors of safety and reliability in geotechnical engineering. J Geotech Geoenviron Eng ASCE 126(4): 307–316. doi:(ASCE)10900241(20xx)126:4(307) FHWA (20xx) Mechanically stabilized earth walls and reinforced soil slopes: design and construction guidelines, Publication FHWA NHI0043. Federal Highway Administration and National Highway Institute, Washington, DC Kramer SL (20xx) Geotechnical earthquake engineering. Prentice Hall, Upper Saddle River Leshchinsky D, Boedeker RH (1989) Geosynthetic reinforced soil structures. J Geotech Eng 115(10):1459–1478 Leshchinsky D, Kaching S (1994) Pseudostatic seismic stability of slopes. J Geotech Eng 120(9):1514–1532. doi: (ASCE)07339410(1994)120:9(1514) Ling HI, Leshchinsky D (1998) Effects of vertical acceleration on seismic design of geosynthetics reinforced soil structures. Geotechnique 48(3):347–373 Ling HI, Leshchinsky D (20xx) Failure analysis of modularblock reinforced soil walls during earthquakes. J Perform Construct Facilit ASCE 19(2):117–123 Ling HI, Leshchinsky D, Perry EB (1997) Seismic design and performance of geosynthetic reinforced soil structures. Geotechnique 47(5):933–952 Nimbalkar SS, Choudhury D, Mandal JN (20xx) Seismic stability of reinforcedsoil wall by pseudodynamic method. Geosynthetics Int 13(3):111–119. doi: Nouri H, Fakher A, Jones CJFP (20xx) Evaluating the effects of the magnitude and amplification of pseudostatic acceleration on reinforced soil slopes and walls using the limit equilibrium horizontal slices method. Geotex Geomem 26(3):263–278. doi:002 Phoon K, Kulhawy F (1999) Evaluation of geotechnical property variability. Can Geotech J 36:625–639. doi: Saran S, Garg KG, Bhandari RK (1992) Retaining wall with reinforced cohesionless backfill. J Geotech Eng 118(12): 1869–1888. doi:(ASCE)07339410(1992)118:12 (1869) Sawada T, Chen WF, Nomachi SG (1993) Assessment of seismic displacements of slopes. Soil Dyn Earthq Eng 12(3):357–362. doi:(93)90038S Sayed S, Dodagoudar GR, Rajagopal K (20xx) Reliability analysis of reinforced soil walls under static and seismic forces. Geosynth Int 15(4):246–257. doi:246 The MathWorks Inc (20xx) Optimization toolbox user’s guide. MATLAB Programming Zornberg JG, Sitar N, Mitchel JK (1998) Performance of geosynthetic reinforced slopes at failure. J Geotech Geoenviron Eng 124(8):670–
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