TY - JOUR
T1 - Twenty-Four Centrifuge Tests to Quantify Sensitivity of Lateral Spreading to Dr and PGA
AU - Kutter, Bruce L.
AU - Carey, Trevor J.
AU - Zheng, Bao Li
AU - Gavras, Andreas
AU - Stone, Nicholas
AU - Zeghal, Mourad
AU - Abdoun, Tarek
AU - Korre, Evangelia
AU - Manzari, Majid
AU - Madabhushi, Gopal S.P.
AU - Haigh, Stuart
AU - Madabhushi, Srikanth S.C.
AU - Okamura, Mitsu
AU - Sjafuddin, Asri Nurani
AU - Escoffier, Sandra
AU - Kim, Dong Soo
AU - Kim, Seong Nam
AU - Ha, Jeong Gon
AU - Tobita, Tetsuo
AU - Yatsugi, Hikaru
AU - Ueda, Kyohei
AU - Vargas, Ruben R.
AU - Hung, Wen Yi
AU - Liao, Ting Wei
AU - Zhou, Yan Guo
AU - Liu, Kai
N1 - Funding Information:
The authors from various countries each received financial support from various agencies. The work at GWU, RPI, and UC Davis was supported by NSF Awards CMMI 1635307, CMMI 1635524 and CMMI 1635040. The work of Yan-Guo Zhou and Kai Liu was partly supported by the National Natural Science Foundation of China (Nos. 51578501, 51778573), the National Program for Special Support of Top-Notch Young Professionals (2013) and the Zhejiang Provincial Natural Science Foundation of China (No. LR15E080001).
Publisher Copyright:
© 2018 American Society of Civil Engineers.
PY - 2018
Y1 - 2018
N2 - Twenty-four centrifuge model tests have been conducted at nine different geotechnical centrifuge facilities around the world as part of the international LEAP effort (liquefaction experiments and analysis projects). All of the centrifuge models represent a 4 m deep 5 degree sloping submerged sand deposit. The mean effective PGA of the input motion for all of the experiments was approximately 0.15 g and the mean relative density was approximately 65%, but the effective PGA's varied between about 0.07 g and 0.3 g, and the relative densities varied between about 40% and 75%. The test matrix was designed to enable experimental quantification of not only the median response but also the trend and sensitivity of the model response to density and shaking intensity. Quantification of the sensitivity of the response to initial conditions is a prerequisite for objective evaluation of the quality of the model test data. In other words, a discrepancy between two experiments should be evaluated after accounting for the uncertainty in the initial conditions and the sensitivity of the response to initial conditions. For the first time, a sufficient number of experiments has been performed on a similar problem to provide meaningful quantitative evaluation of the trend between PGA, density, and displacement. The sensitivity is quantified by the gradient of the trend and the uncertainty of the trend is quantified from the residuals between the fitting data and the trend.
AB - Twenty-four centrifuge model tests have been conducted at nine different geotechnical centrifuge facilities around the world as part of the international LEAP effort (liquefaction experiments and analysis projects). All of the centrifuge models represent a 4 m deep 5 degree sloping submerged sand deposit. The mean effective PGA of the input motion for all of the experiments was approximately 0.15 g and the mean relative density was approximately 65%, but the effective PGA's varied between about 0.07 g and 0.3 g, and the relative densities varied between about 40% and 75%. The test matrix was designed to enable experimental quantification of not only the median response but also the trend and sensitivity of the model response to density and shaking intensity. Quantification of the sensitivity of the response to initial conditions is a prerequisite for objective evaluation of the quality of the model test data. In other words, a discrepancy between two experiments should be evaluated after accounting for the uncertainty in the initial conditions and the sensitivity of the response to initial conditions. For the first time, a sufficient number of experiments has been performed on a similar problem to provide meaningful quantitative evaluation of the trend between PGA, density, and displacement. The sensitivity is quantified by the gradient of the trend and the uncertainty of the trend is quantified from the residuals between the fitting data and the trend.
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U2 - 10.1061/9780784481486.040
DO - 10.1061/9780784481486.040
M3 - Conference article
AN - SCOPUS:85048886753
SN - 0895-0563
VL - 2018-June
SP - 383
EP - 393
JO - Geotechnical Special Publication
JF - Geotechnical Special Publication
IS - GSP 293
T2 - 5th Geotechnical Earthquake Engineering and Soil Dynamics Conference: Slope Stability and Landslides, Laboratory Testing, and In Situ Testing, GEESDV 2018
Y2 - 10 June 2018 through 13 June 2018
ER -