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Probabilistic Liquefaction Analysis Using Standard Penetration Test

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Al-Zoubi, M. S. (2015). Reliability-based determination of the coefficients of lateral earth pressure on retaining walls subjected to seismic loading. Jordan Journal of Civil Engineering, 9(4), 421–434. https://doi.org/10.14525/jjce.9.4.3115 Al-ZoubiM. S. 2015 Reliability-based determination of the coefficients of lateral earth pressure on retaining walls subjected to seismic loading Jordan Journal of Civil Engineering 9 4 421 434 https://doi.org/10.14525/jjce.9.4.3115 10.14525/jjce.9.4.3115 Search in Google Scholar

Bagheripour, M. H., I. Shooshpasha, and M. Afzalirad. (2012). “A Genetic Algorithm Approach for Assessing Soil Liquefaction Potential Based on Reliability Method.” Journal of Earth System Science 121 (1): 45–62. doi:10.1007/s12040-012-0137-2. BagheripourM. H. ShooshpashaI. AfzaliradM. 2012 “A Genetic Algorithm Approach for Assessing Soil Liquefaction Potential Based on Reliability Method.” Journal of Earth System Science 121 1 45 62 10.1007/s12040-012-0137-2 Open DOISearch in Google Scholar

Boulanger, R., & Idriss, I. (2004). Evaluating the potential for liquefaction or cyclic failure of silts and clays. Neuroscience Letters, 339(December), 123–126. https://doi.org/UCD/CGM-04/01 BoulangerR. IdrissI. 2004 Evaluating the potential for liquefaction or cyclic failure of silts and clays Neuroscience Letters 339 December 123 126 https://doi.org/UCD/CGM-04/01 Search in Google Scholar

Cetin, K. O., & Seed, R. B. (2004). Nonlinear shear mass participation factor (rd) for cyclic shear stress ratio evaluation. Soil Dynamics and Earthquake Engineering, 24(2), 103–113. http://doi.org/10.1016/j.soildyn.2003.10.008 CetinK. O. SeedR. B. 2004 Nonlinear shear mass participation factor (rd) for cyclic shear stress ratio evaluation Soil Dynamics and Earthquake Engineering 24 2 103 113 http://doi.org/10.1016/j.soildyn.2003.10.008 10.1016/j.soildyn.2003.10.008 Search in Google Scholar

Cetin, K. Onder, Raymond B Seed, Robert E Kayen, Robb E. S Moss, H. Tolga Bilge, Makbule Ilgac, and Khaled Chowdhury. 2016). Summary of SPT Based Field Case History Data of CETIN (2016) Database. Ankara: METU / GTENG 08/16-01 Middle East Technical University. https://pubs.er.usgs.gov/publication/70184187. CetinK. Onder SeedRaymond B KayenRobert E MossRobb E. S Tolga BilgeH. IlgacMakbule ChowdhuryKhaled 2016 Summary of SPT Based Field Case History Data of CETIN (2016) Database Ankara METU / GTENG 08/16-01 Middle East Technical University https://pubs.er.usgs.gov/publication/70184187. Search in Google Scholar

Dismuke, J. N. (2014). Nonlinear shear stress reduction factor (rd) for assessment of liquefaction potential in christchurch central business district. Bulletin of the New Zealand Society for Earthquake Engineering, 47(1), 1–14. http://doi.org/10.5459/bnzsee.47.1.1-14 DismukeJ. N. 2014 Nonlinear shear stress reduction factor (rd) for assessment of liquefaction potential in christchurch central business district Bulletin of the New Zealand Society for Earthquake Engineering 47 1 1 14 http://doi.org/10.5459/bnzsee.47.1.1-14 10.5459/bnzsee.47.1.1-14 Search in Google Scholar

F, Rauch A. 1997. “Soil Liquefaction in Earthquakes.” university of Texas. http:/%0AScholarlib.vt.edu/theses/available/etd-219182249741411/%0Aunrestricted/chp02.pdf. RauchA. F 1997 “Soil Liquefaction in Earthquakes.” university of Texas http:/%0AScholarlib.vt.edu/theses/available/etd-219182249741411/%0Aunrestricted/chp02.pdf. Search in Google Scholar

Farrokhzad, F. (2016). Depth reduction factor assessment for evaluation of cyclic stress ratio based on site response analysis. Advances in Systems Science and Applications, 16(3), 33–51. FarrokhzadF. 2016 Depth reduction factor assessment for evaluation of cyclic stress ratio based on site response analysis Advances in Systems Science and Applications 16 3 33 51 10.1007/s11204-017-9465-1 Search in Google Scholar

Filali, K., & Sbartai, B. (2017). A comparative study between simplified and nonlinear dynamic methods for estimating liquefaction potential. Journal of Rock Mechanics and Geotechnical Engineering, 9(5), 955–966. https://doi.org/10.1016/j.jrmge.2017.05.008 FilaliK. SbartaiB. 2017 A comparative study between simplified and nonlinear dynamic methods for estimating liquefaction potential Journal of Rock Mechanics and Geotechnical Engineering 9 5 955 966 https://doi.org/10.1016/j.jrmge.2017.05.008 10.1016/j.jrmge.2017.05.008 Search in Google Scholar

Goharzay, Maral, Ali Noorzad, Ahmadreza Mahboubi Ardakani, and Mostafa Jalal. (2017). “A Worldwide SPT-Based Soil Liquefaction Triggering Analysis Utilizing Gene Expression Programming and Bayesian Probabilistic Method.” Journal of Rock Mechanics and Geotechnical Engineering 9 (4): 683–693. doi:10.1016/j.jrmge.2017.03.011. GoharzayMaral NoorzadAli ArdakaniAhmadreza Mahboubi JalalMostafa 2017 “A Worldwide SPT-Based Soil Liquefaction Triggering Analysis Utilizing Gene Expression Programming and Bayesian Probabilistic Method.” Journal of Rock Mechanics and Geotechnical Engineering 9 4 683 693 10.1016/j.jrmge.2017.03.011 Open DOISearch in Google Scholar

Hwang, J. H., C. H. Chen, and C. H Juang. 2012. “Calibrating the Model Uncertainty of the HBF Simplified Method for Assessing Liquefaction Potential of Soils.” Sino-Geotechnics 133: 77–86. https://scholar.google.com/scholar_lookup?title=Calibratingthe model uncertainty of the HBF simplified method for assessing liquefaction potential of soils&journal=Sino-geotechnics&volume=133&pages=77-86&publication_year=2 012&author=Hwang%2CJH&author=Che. HwangJ. H. ChenC. H. JuangC. H 2012 “Calibrating the Model Uncertainty of the HBF Simplified Method for Assessing Liquefaction Potential of Soils.” Sino-Geotechnics 133 77 86 https://scholar.google.com/scholar_lookup?title=Calibratingthe model uncertainty of the HBF simplified method for assessing liquefaction potential of soils&journal=Sino-geotechnics&volume=133&pages=77-86&publication_year=2 012&author=Hwang%2CJH&author=Che. Search in Google Scholar

Hwang, Jin Hung, and Chin Wen Yang. (2001). “Verification of Critical Cyclic Strength Curve by Taiwan Chi-Chi Earthquake Data.” Soil Dynamics and Earthquake Engineering 21 (3): 237–257. doi:10.1016/S0267-7261(01)00002-1. HwangJin Hung YangChin Wen 2001 “Verification of Critical Cyclic Strength Curve by Taiwan Chi-Chi Earthquake Data.” Soil Dynamics and Earthquake Engineering 21 3 237 257 10.1016/S0267-7261(01)00002-1 Open DOISearch in Google Scholar

Idriss, I M, and R W Boulanger. (2010). “Spt-Based Liquification Triggering Procedures.” Report UCD/CGM-10/02, no. December: 259. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2014/09/Idriss_Boulanger_SPT_Liquefaction_CGM-10-02.pdf. IdrissI M BoulangerR W 2010 “Spt-Based Liquification Triggering Procedures.” Report UCD/CGM-10/02 no. December: 259. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2014/09/Idriss_Boulanger_SPT_Liquefaction_CGM-10-02.pdf. Search in Google Scholar

Idriss, I M, and Ross W. Boulanger. (2008). Soil Liquefaction during Earthquakes. Oakland, California: Earthquake Engineering Research Institute. http://b-ok.org/dl/1129142/46a2fd. IdrissI M BoulangerRoss W. 2008 Soil Liquefaction during Earthquakes Oakland, California Earthquake Engineering Research Institute http://b-ok.org/dl/1129142/46a2fd. Search in Google Scholar

Idriss, I M, Joseph. I. S. (1992). User's Manual for SHAKE91. Center for Geotechnical Modeling (p. 75). Department of Civil Engineering, University of California, Davis. IdrissI M JosephI. S. 1992 User's Manual for SHAKE91. Center for Geotechnical Modeling 75 Department of Civil Engineering, University of California Davis Search in Google Scholar

Idriss, I. M. (1999). An update to the Seed-Idriss simplified procedure for evaluating liquefaction potential. Proc., TRB Worshop on New Approaches to Liquefaction, Pubbl. n. FHWA-RD-99-165. IdrissI. M. 1999 An update to the Seed-Idriss simplified procedure for evaluating liquefaction potential Proc., TRB Worshop on New Approaches to Liquefaction, Pubbl. n. FHWA-RD-99-165 Search in Google Scholar

Idriss, I. M., & Boulanger, R. W. (2003a). Estimating Kα for use in evaluating cyclic resistance of sloping ground. 8th US–Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures against Liquefaction, Report MCEER-03-0003, MCEER, 449–468. IdrissI. M. BoulangerR. W. 2003a Estimating Kα for use in evaluating cyclic resistance of sloping ground 8th US–Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures against Liquefaction, Report MCEER-03-0003, MCEER 449 468 Search in Google Scholar

Idriss, I. M., & Boulanger, R. W. (2003b). Estimating Kα for use in evaluating cyclic resistance of sloping ground. 8th US–Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures against Liquefaction, Report MCEER-03-0003, MCEER, 449–468. IdrissI. M. BoulangerR. W. 2003b Estimating Kα for use in evaluating cyclic resistance of sloping ground 8th US–Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures against Liquefaction, Report MCEER-03-0003, MCEER 449 468 Search in Google Scholar

Juang, C. H., Chen, C. J., Rosowsky, D. V., & Tang, W. H. (2000b). CPT-based liquefaction analysis, Part 2: Reliability for design. Geotechnique. https://doi.org/10.1680/geot.2000.50.5.593 JuangC. H. ChenC. J. RosowskyD. V. TangW. H. 2000b CPT-based liquefaction analysis, Part 2: Reliability for design Geotechnique https://doi.org/10.1680/geot.2000.50.5.593 10.1680/geot.2000.50.5.593 Search in Google Scholar

Juang, C. H., Chen, C. J., Tang, W. H., & Rosowsky, D. V. (2000a). CPT-based liquefaction analysis, Part 1: Determination of limit state function. Géotechnique, 50(5), 583–592. https://doi.org/10.1680/geot.2000.50.5.583 JuangC. H. ChenC. J. TangW. H. RosowskyD. V. 2000a CPT-based liquefaction analysis, Part 1: Determination of limit state function Géotechnique 50 5 583 592 https://doi.org/10.1680/geot.2000.50.5.583 10.1680/geot.2000.50.5.583 Search in Google Scholar

Juang, C. H., Rosowsky, D. V., & Tang, W. H. (1999). Reliability-based method for assessing liquefaction potential of soils. Journal of Geotechnical and Geoenvironmental Engineering. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:8(684) JuangC. H. RosowskyD. V. TangW. H. 1999 Reliability-based method for assessing liquefaction potential of soils Journal of Geotechnical and Geoenvironmental Engineering https://doi.org/10.1061/(ASCE)1090-0241(1999)125:8(684) 10.1061/(ASCE)1090-0241(1999)125:8(684) Search in Google Scholar

Juang, C. Hsein, Caroline J. Chen, Tao Jiang, and Ronald D. Andrus. (2000). “Risk-Based Liquefaction Potential Evaluation Using Standard Penetration Tests.” Canadian Geotechnical Journal 37 (6): 1195–1208. doi:10.1139/cgj-37-6-1195. JuangC. Hsein ChenCaroline J. JiangTao AndrusRonald D. 2000 “Risk-Based Liquefaction Potential Evaluation Using Standard Penetration Tests.” Canadian Geotechnical Journal 37 6 1195 1208 10.1139/cgj-37-6-1195 Open DOISearch in Google Scholar

Juang, C. Hsein, Sunny Ye Fang, Wilson H. Tang, Eng Hui Khor, Gordon Tung Chin Kung, and Jie Zhang. (2009). “Evaluating Model Uncertainty of an Spt-Based Simplified Method for Reliability Analysis for Probability of Liquefaction.” Soils and Foundations 49 (1): 135–152. doi:10.3208/sandf.49.135. JuangC. Hsein FangSunny Ye TangWilson H. KhorEng Hui KungGordon Tung Chin ZhangJie 2009 “Evaluating Model Uncertainty of an Spt-Based Simplified Method for Reliability Analysis for Probability of Liquefaction.” Soils and Foundations 49 1 135 152 10.3208/sandf.49.135 Open DOISearch in Google Scholar

Juang, C., Andrus, R., Jiang, T., & Chen, C. (2001). Probability-based liquefaction evaluation using shear wave velocity measurements. Proc., 4th Int. Conf. Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, 26–31. JuangC. AndrusR. JiangT. ChenC. 2001 Probability-based liquefaction evaluation using shear wave velocity measurements Proc., 4th Int. Conf. Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics 26 31 Search in Google Scholar

Juang, C., Jiang, T., & Andrus, R. D. (2002). Assessing probability-based methods for liquefaction potential evaluation. Journal of Geotechnical and Geoenvironmental Engineering, 128(7), 580–589. http://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2002)128:7(580) JuangC. JiangT. AndrusR. D. 2002 Assessing probability-based methods for liquefaction potential evaluation Journal of Geotechnical and Geoenvironmental Engineering 128 7 580 589 http://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2002)128:7(580) 10.1061/(ASCE)1090-0241(2002)128:7(580) Search in Google Scholar

Lasley, S. J., Green, R. A., & Rodriguez-Marek, A. (2016). New stress reduction coefficient relationship for liquefaction triggering analyses. Journal of Geotechnical and Geoenvironmental Engineering, 142(11). http://doi.org/10.1061/(ASCE)GT.1943-5606.0001530 LasleyS. J. GreenR. A. Rodriguez-MarekA. 2016 New stress reduction coefficient relationship for liquefaction triggering analyses Journal of Geotechnical and Geoenvironmental Engineering 142 11 http://doi.org/10.1061/(ASCE)GT.1943-5606.0001530 10.1061/(ASCE)GT.1943-5606.0001530 Search in Google Scholar

Liao, Samson S C, and Robert V Whitman. (1986). “Overburden Correction Factors for SPT in Sand.” Journal of Geotechnical Engineering 112 (3): 373–377. doi:10.1061/(ASCE)0733-9410(1986)112:3(373). LiaoSamson S C WhitmanRobert V 1986 “Overburden Correction Factors for SPT in Sand.” Journal of Geotechnical Engineering 112 3 373 377 10.1061/(ASCE)0733-9410(1986)112:3(373) Open DOISearch in Google Scholar

National Center for Research on Earthquake Engineering (NCREE), National Advanced Project in Hazard Mitigation (NAPHM), and Taiwan Geotechnical Society (GST). (2001). Geotechnical Reconnaissance Report Of the 921 Ji-Ji Earthquake, Taiwan, 1999. National Center for Research on Earthquake Engineering (NCREE), National Advanced Project in Hazard Mitigation (NAPHM), and Taiwan Geotechnical Society (GST) 2001 Geotechnical Reconnaissance Report Of the 921 Ji-Ji Earthquake, Taiwan, 1999 Search in Google Scholar

Singh, P., Kumar, D., & Samui, P. (2020). Reliability analysis of rock slope using soft computing techniques. Jordan Journal of Civil Engineering, 14(1), 2020. SinghP. KumarD. SamuiP. 2020 Reliability analysis of rock slope using soft computing techniques Jordan Journal of Civil Engineering 14 1 2020 Search in Google Scholar

Sebaaly, Graziella T., and Muhsin E. Rahhal. (2019). “Probabilistic Analysis of Soil Liquefaction Based on CPT and SPT Results.” In COMPDYN Proceedings, 1:141–150. doi:10.7712/120119.6908.19549. SebaalyGraziella T. RahhalMuhsin E. 2019 “Probabilistic Analysis of Soil Liquefaction Based on CPT and SPT Results.” COMPDYN Proceedings 1 141 150 10.7712/120119.6908.19549 Open DOISearch in Google Scholar

Seed, H B, K Tokimatsu, L F Harder, and R M Chung. (1985). “Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations.” Journal of Geotechnical Engineering 111(12): 1425–45. http://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9410(1985)111:12(1425). SeedH B TokimatsuK HarderL F ChungR M 1985 “Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations.” Journal of Geotechnical Engineering 111 12 1425 45 http://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9410(1985)111:12(1425) 10.1061/(ASCE)0733-9410(1985)111:12(1425) Search in Google Scholar

Seed, H. B. (1979). Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes. Journal of Geotechnical and Geoenvironmental Engineering, 105(GT2), 201–255. http://worldcat.org/oclc/3519342 SeedH. B. 1979 Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes Journal of Geotechnical and Geoenvironmental Engineering 105 GT2 201 255 http://worldcat.org/oclc/3519342 10.1061/AJGEB6.0000768 Search in Google Scholar

Seed, H. B., & Idriss, I. M. (1971). Simplified procedure for evaluating soil liquefaction potential. Journal of the Soil Mechanics and Foundations Division, 97(9), 1249–1273. SeedH. B. IdrissI. M. 1971 Simplified procedure for evaluating soil liquefaction potential Journal of the Soil Mechanics and Foundations Division 97 9 1249 1273 10.1061/JSFEAQ.0001662 Search in Google Scholar

Seed, H. B., & Idriss, I. M. (1982). Ground motions and soil liquefaction during earthquakes. Earthquake Engineering Research Institute. SeedH. B. IdrissI. M. 1982 Ground motions and soil liquefaction during earthquakes Earthquake Engineering Research Institute Search in Google Scholar

Seed, H. B., Idriss, I. M., & Arango, I. (1983). Evaluation of Liquefaction Potential Using Field Performance Data. Journal of Geotechnical Engineering, 109(3), 458–482. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:3(458) SeedH. B. IdrissI. M. ArangoI. 1983 Evaluation of Liquefaction Potential Using Field Performance Data Journal of Geotechnical Engineering 109 3 458 482 https://doi.org/10.1061/(ASCE)0733-9410(1983)109:3(458) 10.1061/(ASCE)0733-9410(1983)109:3(458) Search in Google Scholar

Seed, H. Bolton. (1984). The Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations. Report No. UCB/EERC-84/15. Berkeley: University of California, Earthquake Engineering Research Center. http://www.worldcat.org/title/influence-of-spt-procedures-in-soil-liquefaction-resistance-evaluations/oclc/11804853. SeedH. Bolton 1984 The Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations Report No. UCB/EERC-84/15. Berkeley University of California, Earthquake Engineering Research Center http://www.worldcat.org/title/influence-of-spt-procedures-in-soil-liquefaction-resistance-evaluations/oclc/11804853. Search in Google Scholar

Sun, R., Wang, K., & Yuan, X. (2020). Influencing Factors and New Calculation Formulae for the Stress Reduction Coefficient. Journal of Earthquake Engineering. http://doi.org/10.1080/13632469.2020.1739172 SunR. WangK. YuanX. 2020 Influencing Factors and New Calculation Formulae for the Stress Reduction Coefficient Journal of Earthquake Engineering http://doi.org/10.1080/13632469.2020.1739172 10.1080/13632469.2020.1739172 Search in Google Scholar

Youd, B. T. L., Idriss, I. M., Andrus, R. D., Arango, I., Castro, G., Christian, J. T., Dobry, R., Finn, W. D. L., Jr, L. F. H., Hynes, M. E., Ishihara, K., Koester, J. P., Liao, S. S. C., Iii, W. F. M., Martin, G. R., Mitchell, J. K., Moriwaki, Y., Power, M. S., Robertson, P. K., … Ii, K. H. S. (2001). Liquefaction Resistance of Soils : Summary R Eport From the 1996 Nceer and 1998 Nceer / Nsf Workshops on Evaluation. Journal of Geotechnical and Geoenvironmental Engineering, 127(10), 817–833. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:10(817) YoudB. T. L. IdrissI. M. AndrusR. D. ArangoI. CastroG. ChristianJ. T. DobryR. FinnW. D. L. JrL. F. H. HynesM. E. IshiharaK. KoesterJ. P. LiaoS. S. C. IiiW. F. M. MartinG. R. MitchellJ. K. MoriwakiY. PowerM. S. RobertsonP. K. IiK. H. S. 2001 Liquefaction Resistance of Soils : Summary R Eport From the 1996 Nceer and 1998 Nceer / Nsf Workshops on Evaluation Journal of Geotechnical and Geoenvironmental Engineering 127 10 817 833 https://doi.org/10.1061/(ASCE)1090-0241(2001)127:10(817) 10.1061/(ASCE)1090-0241(2001)127:10(817) Search in Google Scholar

Youd, T. L., & Noble, S. K. (1997). Magnitude scaling factors. NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, 149–166. https://trid.trb.org/view.aspx?id=542970 YoudT. L. NobleS. K. 1997 Magnitude scaling factors NCEER Workshop on Evaluation of Liquefaction Resistance of Soils 149 166 https://trid.trb.org/view.aspx?id=542970 Search in Google Scholar

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