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Daniel VandenBerge
Daniel VandenBerge
Dirección de correo verificada de tntech.edu
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Use of fully softened shear strength in slope stability analysis
BA Castellanos, TL Brandon, DR VandenBerge
Landslides 13, 697-709, 2016
352016
Correlations for fully softened shear strength parameters
BA Castellanos, TL Brandon, DR VandenBerge
Geotechnical Testing Journal 39 (4), 568-581, 2016
292016
Total stress rapid drawdown analysis of the Pilarcitos Dam failure using the finite element method
DR Vandenberge
Frontiers of Structural and Civil Engineering 8, 115-123, 2014
282014
Limitations of transient seepage analyses for calculating pore pressures during external water level changes
DR VandenBerge, JM Duncan, TL Brandon
Journal of Geotechnical and Geoenvironmental Engineering 141 (5), 04015005, 2015
262015
Triaxial tests on compacted clays for consolidated-undrained conditions
DR VandenBerge, TL Brandon, JM Duncan
Geotechnical Testing Journal 37 (4), 705-716, 2014
192014
Report of the workshop on shear strength for stability of slopes in highly plastic clays
JM Duncan, TL Brandon, DR VandenBerge
Center for Geotechnical Practice and Research Rep 67, 2011
182011
Fully softened strength of natural and compacted clays for slope stability
DR VandenBerge, JM Duncan, TL Brandon
Geo-Congress 2013: Stability and Performance of Slopes and Embankments III …, 2013
132013
Rapid drawdown analysis using strength reduction
DR VandenBerge, JM Duncan, TL Brandon
Proceedings of the 18th international conference on soil mechanics and …, 2013
122013
Case history: Failure of the reinforced soil slope at Yeager Airport, Charleston, West Virginia
DR VandenBerge, RJ Valentine, TL Brandon, SG Wright
Journal of Geotechnical and Geoenvironmental Engineering 147 (1), 05020013, 2021
112021
Interpretation of shear strength uncertainty and reliability analyses of slopes
MP McGuire, DR VandenBerge
Landslides 14, 2059-2072, 2017
112017
Evaluation of potential for erosion in levees and levee foundations
JM Duncan, B O’Neil, TL Brandon, DR VandenBerge
Center for Geotechnical Practice and Research, Virginia Tech, Blacksburg, VA 36, 2011
112011
Comparison and use of failure envelope forms for slope stability analyses
DR VandenBerge, BA Castellanos, MP McGuire
Geotechnical and Geological Engineering 37, 2029-2046, 2019
102019
Practical application of blanket theory and the finite-element method to levee underseepage analysis
A Batool, DR VandenBerge, TL Brandon
Journal of Geotechnical and Geoenvironmental Engineering 141 (4), 04015001, 2015
102015
Rapid drawdown analysis using the finite element method
DR VandenBerge
Virginia Polytechnic Institute and State University, 2014
102014
Practical use of modified Hoek–Brown criterion for soil slope stability analysis
DR VandenBerge, MP McGuire
Geotechnical and Geological Engineering 37, 5441-5455, 2019
92019
Undrained strength of compacted clay under principal stress reorientation
DR VandenBerge, JM Duncan, TL Brandon
Journal of Geotechnical and Geoenvironmental Engineering 141 (8), 04015035, 2015
82015
Field-Scale Tests to Evaluate Foamed Glass Aggregate Compaction
MP McGuire, TA Loux, DR VandenBerge
IFCEE 2021, 157-168, 2021
72021
Shear Strength of Remolded and Compacted Beaumont Clay
MJ Thompson, DR VandenBerge
Geotechnical Frontiers 2017, 82-91, 2017
62017
Improved undrained strength interpolation scheme for rapid drawdown
DR VandenBerge, SG Wright
Journal of Geotechnical and Geoenvironmental Engineering 142 (6), 06016002, 2016
62016
Report of the workshop on shear strength for stability of slopes in highly plastic clays, CGPR# 67
JM Duncan, TL Brandon, DR VandenBerge
Center for Geotechnical Practice and Research, Blacksburg, 2011
62011
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