{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,1,26]],"date-time":"2026-01-26T00:12:29Z","timestamp":1769386349226,"version":"3.49.0"},"reference-count":19,"publisher":"Wiley","issue":"3","license":[{"start":{"date-parts":[[2017,8,1]],"date-time":"2017-08-01T00:00:00Z","timestamp":1501545600000},"content-version":"am","delay-in-days":365,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#am"},{"start":{"date-parts":[[2016,8,1]],"date-time":"2016-08-01T00:00:00Z","timestamp":1470009600000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"},{"start":{"date-parts":[[2016,8,1]],"date-time":"2016-08-01T00:00:00Z","timestamp":1470009600000},"content-version":"tdm","delay-in-days":0,"URL":"http:\/\/doi.wiley.com\/10.1002\/tdm_license_1.1"},{"start":{"date-parts":[[2016,8,1]],"date-time":"2016-08-01T00:00:00Z","timestamp":1470009600000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/journals.sagepub.com\/page\/policies\/text-and-data-mining-license"}],"funder":[{"DOI":"10.13039\/100000001","name":"National Science Foundation","doi-asserted-by":"publisher","id":[{"id":"10.13039\/100000001","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":["journals.sagepub.com"],"crossmark-restriction":true},"short-container-title":["Earthquake Spectra"],"published-print":{"date-parts":[[2016,8]]},"abstract":"<jats:p>\n                    Four large\u2010scale centrifuge tests were performed at the NEES@UCDavis equipment site to study the cyclic behavior of levee structures resting atop soft organic peat. The model configurations using a non\u2010liquefiable levee focused on the seismic deformation potential of peat during primary consolidation and secondary compression. The tests performed with a sandy levee studied the liquefaction potential of saturated loose sand fill overlying soft peat as well as the levee\u2010peat\u2010interaction under different loading conditions. The models were subjected to scaled ground motions representative of the Sacramento\/San Joaquin Delta. System instrumentation consisted of linear potentiometers, pore pressure sensors and accelerometers. Slow data recorded at 1\u00a0Hz document the settlements during spin up, application of ground motions, and spin down. Fast data sampled at 4,167\u00a0Hz measured the dynamic response of the system, the excess pore pressure increase and immediate settlements. The project is archived at the NEES data repository under\n                    <jats:ext-link xmlns:xlink=\"http:\/\/www.w3.org\/1999\/xlink\" xlink:href=\"http:\/\/nees.org\/warehouse\/project\/1161\">nees.org\/warehouse\/project\/1161<\/jats:ext-link>\n                    .\n                  <\/jats:p>","DOI":"10.1193\/032715eqs048","type":"journal-article","created":{"date-parts":[[2015,9,21]],"date-time":"2015-09-21T10:40:04Z","timestamp":1442832004000},"page":"1903-1924","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":3,"title":["Centrifuge Testing of Model Levees atop Peat: Experimental Data"],"prefix":"10.1002","volume":"32","author":[{"given":"Anne","family":"Lemnitzer","sequence":"first","affiliation":[{"name":"University of California Irvine 4149 Engineering Gateway Irvine CA 92831"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Riccardo","family":"Cappa","sequence":"additional","affiliation":[{"name":"University of California Irvine 4149 Engineering Gateway Irvine CA 92831"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Samuel","family":"Yniesta","sequence":"additional","affiliation":[{"name":"University of California Los Angeles 405 Hilgard Ave Los Angeles 90095"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Scott","family":"Brandenberg","sequence":"additional","affiliation":[{"name":"University of California Los Angeles 405 Hilgard Ave Los Angeles 90095"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"311","published-online":{"date-parts":[[2016,8]]},"reference":[{"key":"e_1_2_10_2_1","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)GT.1943-5606.0000821"},{"key":"e_1_2_10_3_1","unstructured":"CappaR.YniestaS.BrandenbergS.StewartJ. P.andLemnitzerA.2014a.NEESR: Levees and Earthquakes: Averting and Impending Disaster\u2010 Data Report for Centrifuge Experiments 12L and 13L Final Project Report available athttps:\/\/nees.org\/warehouse\/project\/1161."},{"key":"e_1_2_10_4_1","unstructured":"CappaR.YniestaS.BrandenbergS.StewartJ. P.andLemnitzerA.2014b.NEESR: Levees and Earthquakes: Averting and Impending Disaster\u2010 Data Report for Centrifuge Experiments 14L and 15L Final Project Report available athttps:\/\/nees.org\/warehouse\/project\/1161."},{"key":"e_1_2_10_5_1","unstructured":"CappaR.YniestaS.LemnitzerA.BrandenbergS.andStewartJ. P.2014c.Centrifuge experiments to evaluate the seismic performance of levees on peaty soils in the Sacramento\u2010San Joaquin Delta ASDSO Conference San Diego CA."},{"key":"e_1_2_10_6_1","unstructured":"CappaR.YniestaS.BrandenbergS.StewartJ. P.andLemnitzerA.2014d.Experiment\u201012: TEST 12L \u2010 RCK01: Part 1 \u2010 9m radius centrifuge experiment on clayey levee behavior underground motions Data set Network for Earthquake Engineering Simulation (NEES; distributor) DOI:10.4231\/D34M91B6S."},{"key":"e_1_2_10_7_1","unstructured":"CappaR.YniestaS.BrandenbergS.StewartJ. P.andLemnitzerA.2014e.TEST 13L \u2010RCK01: Part 2 \u2010 9m radius centrifuge experiment on sandy levee behavior underground motion Data set Network for Earthquake Engineering Simulation (NEES; distributor) DOI:10.4231\/D30V89J2N."},{"key":"e_1_2_10_8_1","unstructured":"CappaR.YniestaS.BrandenbergS.StewartJ. P.andLemnitzerA.2014f.TEST 14M \u2010RCK02: Part 1 \u2010 9m radius centrifuge experiment on clayey levee behavior underground motions Data set Network for Earthquake Engineering Simulation (NEES; distributor) DOI:10.4231\/D3W37KW7Z."},{"key":"e_1_2_10_9_1","unstructured":"CappaR.YniestaS.BrandenbergS.StewartJ. P.andLemnitzerA.2014g.TEST 15M \u2010RCK02: Part 2 \u2010 9 m radius centrifuge experiment on sandy levee behavior underground motions Data set Network for Earthquake Engineering Simulation (NEES; distributor) DOI:10.4231\/D3RB6W337."},{"key":"e_1_2_10_10_1","doi-asserted-by":"crossref","unstructured":"CappaR.YniestaS.LemnitzerA.BrandenbergS.andShafieeA.2015.Settlement estimations of peat during centrifuge experiments Proceedings IFCEE 2015 152\u2013160 DOI:10.1061\/9780784479087.016.","DOI":"10.1061\/9780784479087.016"},{"key":"e_1_2_10_11_1","unstructured":"DashtiS.2009.Toward Developing an Engineering Procedure for Evaluating Building Performance on Softened Ground Ph.D. Thesis University of California Berkeley CA."},{"key":"e_1_2_10_12_1","volume-title":"Delta Risk Management Strategy. 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