T. Leslie Youd

Brigham Young University — United States

Engineering · Physical Sciences

37h-index7.5kcitations119works0.02yr avg
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Research Topics

Geotechnical Engineering and Underground Structures(79), Geotechnical Engineering and Soil Mechanics(72), Geotechnical Engineering and Soil Stabilization(35), Landslides and related hazards(15), Seismic Performance and Analysis(12)

Publications119 total

Overestimation of liquefaction hazard in areas of low to moderate seismicity due to improper characterization of probabilistic seismic loading
Soil Dynamics and Earthquake Engineering·2018· 5 citedOpen Access
Evaluation of Dynamic Cone Penetration Test for Liquefaction Assessment of Gravels from Case Histories in Idaho
Geotechnical Earthquake Engineering and Soil Dynamics V·2018· 5 cited
Physics and mechanics of liquefaction from field records and experience
2018· 5 cited
Application of MLR Procedure for Prediction of Liquefaction-Induced Lateral Spread Displacement
Journal of Geotechnical and Geoenvironmental Engineering·2018· 27 citedOpen Access
Probabilistic Lateral Spread Evaluation for Long, Linear Infrastructure Using Performance-Based Reference Parameter Maps
Geo-Risk 2017·2017· 2 cited
State-of-the-art for assessing earthquake hazards in the United States. Report 27, Evaluation of ground failure displacement associated with soil liquefaction : compilation of case histories
US Army Corps of Engineers: Engineer Research and Development Center (Knowledge Core)·2017Open Access
Liquefaction and Residential Foundations: Lessons Learned from Past Earthquakes
IFCEE 2015·2015· 1 cited
Sensitivity of Empirical Liquefaction Assessment to Seismic Loading in Areas of Low Seismicity and Its Implications for Sustainability
Geo-Congress 2014 Technical Papers·2014· 7 cited
Discussion of “Examination and Reevaluation of SPT-Based Liquefaction Triggering Case Histories” by Ross W. Boulanger, Daniel W. Wilson, and I. M. Idriss
Journal of Geotechnical and Geoenvironmental Engineering·2013· 5 cited
Chinese Dynamic Penetration Test for Liquefaction Evaluation in Gravelly Soils
Journal of Geotechnical and Geoenvironmental Engineering·2012· 66 cited
Evaluation and Mitigation of Liquefaction Hazard
GEOSTRATA Magazine·2011
Gravelly soils that liquefied during 2008 Wenchuan, China earthquake, Ms=8.0
Soil Dynamics and Earthquake Engineering·2011· 124 cited
Closure of "SPT Hammer Energy Ratio versus Drop Height"
Journal of Geotechnical and Geoenvironmental Engineering·2009
Closure to “SPT Hammer Energy Ratio versus Drop Height” by T. Leslie Youd, Hannah W. Bartholomew, and Jamison H. Steidl
Journal of Geotechnical and Geoenvironmental Engineering·2009
Factors Controlling Maximum and Minimum Densities of Sands
ASTM International eBooks·2009· 214 cited
Zero-Displacement Lateral Spreads, 1999 Kocaeli, Turkey, Earthquake
Journal of Geotechnical and Geoenvironmental Engineering·2008· 31 citedOpen Access
SPT Hammer Energy Ratio versus Drop Height
Journal of Geotechnical and Geoenvironmental Engineering·2008· 16 cited
Liquefaction, Ground Oscillation, and Soil Deformation at the Wildlife Array, California
Bulletin of the Seismological Society of America·2007· 99 cited
Liquefaction-Induced Lateral Spreading in Near-Fault Regions during the 1999 Chi-Chi, Taiwan Earthquake
Journal of Geotechnical and Geoenvironmental Engineering·2006· 69 cited
Closure to “Liquefaction-Induced Lateral Spreading at Izmit Bay during the Kocaeli (Izmit)-Turkey Earthquake” by K. Onder Cetin, T. Leslie Youd, Raymond B. Seed, Jonathan D. Bray, Jonathan P. Stewart, H. Turan Durgunoğlu, W. Lettis, and M. Tolga Yilmaz
Journal of Geotechnical and Geoenvironmental Engineering·2006Open Access
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Frequent Co-authors

Jonathan D. Bray(6), Raymond B. Seed(5), Steven F. Bartlett(4), Rodolfo B. Sancio(4), Jonathan P. Stewart(4), I. M. Idriss(3), P. K. Robertson(3), H. Turan Durgunoğlu(3), Michael J. Bennett(3), Kemal Önder Çetin(3), Ronald D. Andrus(2), David M. Perkins(2), T. L. Holzer(2), Akın Önalp(2), M. B. Baturay(2), C. P. Christensen(2), T. Karadayilar(2), Zhenzhong Cao(2), Xiaoming Yuan(2), Seena N. Hoose(2)