E-LIB Suche - Ergebnisse für: Rollins, Kyle

1

Liquefaction-Induced Downdrag on Tapered Piles from Full-Sc..:

, In: Springer Series in Geomechanics and Geoengineering; Geotechnical Engineering in the Digital and Technological Innovation Era,

Rollins, Kyle ; Amoroso, Sara ; Colella, Vincenzo.. - p. 259-266 , 2023

Link: https://doi.org/10.1007/..

2

Liquefaction-Induced Pile Downdrag from Full-Scale Testing:

, In: Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics; Springer Transactions in Civil and Environmental Engineering,

Rollins, Kyle ; Lusvardi, Cameron - p. 87-99 , 2021

Link: https://doi.org/10.1007/..

3

Seismic failure of an old pier during the 2014 Mw8.2, Pisag..:

Morales, Camilo ; Ledezma, Christian ; Sáez, Esteban..
Earthquake Spectra. 36 (2020) 2 - p. 880-903 , 2020

Link: https://doi.org/10.1177/..

4

Effect of Interface Friction on Passive Force on Bridge Abu..:

Rollins, Kyle ; Fredrickson, Amy ; Scott, Eric..
E3S Web of Conferences. 92 (2019) - p. 13013 , 2019

Link: https://doi.org/10.1051/..

5

Liquefaction-Induced Lateral Spread in Lo Rojas, Coronel, C..:

de la Maza, Gabriel ; Williams, Nicole ; Sáez, Esteban..
Earthquake Spectra. 33 (2017) 1 - p. 219-240 , 2017

Link: https://doi.org/10.1193/..

6

Geotechnical engineering state of the art and practice

keynote lectures from GeoCongress 2012 Geotechnical special publication ; 226

Rollins, Kyle , 2012

Copies: :TB Technik i 187/321; :TB Technik i 187/321a

7

Effects of Ground Failure on Buildings, Ports, and Industri..:

Bray, Jonathan ; Rollins, Kyle ; Hutchinson, Tara...
Earthquake Spectra. 28 (2012) 1_suppl1 - p. 97-118 , 2012

Link: https://doi.org/10.1193/..

8

Reduced lateral resistance of abutment piles near MSE walls..:

Rollins, Kyle ; Price, Jacob ; Bischoff, Jon
International Journal of Geotechnical Engineering. 6 (2012) 2 - p. 245-250 , 2012

Link: https://doi.org/10.3328/..

9

Effects of Ground Failure on Bridges, Roads, and Railroads:

Ledezma, Christian ; Hutchinson, Tara ; Ashford, Scott A....
Earthquake Spectra. 28 (2012) 1_suppl1 - p. 119-143 , 2012

Link: https://doi.org/10.1193/..

10

Evaluating changes in shear wave velocity due to blast-indu..:

Hubler, Jonathan F. ; Hanley, James P. ; Stolte, Andrew C...
Soil Dynamics and Earthquake Engineering. 176 (2024) - p. 108280 , 2024

Link: https://doi.org/10.1016/..

11

Gravel liquefaction assessment using dynamic cone penetrati..:

Roy, Jashod ; Rollins, Kyle M. ; Athanasopoulos-Zekkos, Adda...
Soil Dynamics and Earthquake Engineering. 160 (2022) - p. 107357 , 2022

Link: https://doi.org/10.1016/..

12

Assessment of compressive strength, durability, and erodibi..:

Onyelowe, Kennedy Chibuzor ; Onyia, Michael E. ; Aneke, Frank I...
Multiscale and Multidisciplinary Modeling, Experiments and Design. 5 (2021) 1 - p. 81-90 , 2021

Link: https://doi.org/10.1007/..

13

Blast-induced liquefaction in silty sands for full-scale te..:

Amoroso, Sara ; Rollins, Kyle M. ; Andersen, Paul...
Engineering Geology. 265 (2020) - p. 105437 , 2020

Link: https://doi.org/10.1016/..

14

Liquefaction source layer for sand blows induced by the 201..:

Salocchi, Aura C. ; Minarelli, Luca ; Lugli, Stefano...
Journal of South American Earth Sciences. 103 (2020) - p. 102737 , 2020

Link: https://doi.org/10.1016/..

15

Passive Force–Deflection Behavior for 0° and 30° Skewed Abu..:

Marsh, Aaron K. ; Rollins, Kyle M. ; Franke, Bryan..
Transportation Research Record: Journal of the Transportation Research Board. 2363 (2013) 1 - p. 12-20 , 2013

Link: https://doi.org/10.3141/..