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John A. Egan
Observed names:
Egan, John,
J. A. EGAN,
J. A. Egan,
J. Egan,
John Egan
Observed institutions:
University of California System,
ORCID
ORCID:
0000-0002-5591-1798
Observed ORCID:
0000-0002-5591-1798
OpenAlex ID:
A5038775040
Attenuation Relationships for Shallow Crustal Earthquakes Based on California Strong Motion Data
1997
·
K. Sadigh
, C.- Y. Chang
, et al.
·
Seismological Research Letters
·
612
Practical applications of a nonlinear approach to analysis of earthquake-induced liquefaction and deformation of earth structures
2005
·
Zhi-Liang Wang
, Faiz I. Makdisi
, et al.
·
Soil Dynamics and Earthquake Engineering
·
50
The Loma Prieta, California, earthquake of October 17, 1989: Liquefaction
1998
·
Thomas L. Holzer
, Jean Lou A. Chameau
, et al.
·
USGS professional paper
·
40
PDF
A model for earthquake-induced translatory landslides in Quaternary sediments
1988
·
R. G. UPDIKE
, J. A. EGAN
, et al.
·
Geological Society of America Bulletin
·
35
Seismic Repair at Seventh Street Marine Terminal
1992
·
John A. Egan
, Robert F. Hayden
, et al.
·
Grouting, Soil Improvement and Geosynthetics
·
26
The Loma Prieta, California, earthquake of October, 17, 1989: Marina District
1992
·
Thomas D. O'Rourke
, M. G. Bonilla
, et al.
·
USGS professional paper
·
18
PDF
Ground shaking and structural response of the Washington Monument during the 2011 Mineral, Virginia, earthquake
2014
·
Donald Wells
, John A. Egan
, et al.
·
Geological Society of America eBooks
·
17
A Practical Perspective on Liquefaction of Gravels
1994
·
Julio E. Valera
, M L Traubenik
, et al.
·
11
Foundation Settlement and Tilt of Millennium Tower in San Francisco, California
2023
·
Jonathan P. Stewart
, Nathaniel Wagner
, et al.
·
Journal of Geotechnical and Geoenvironmental Engineering
·
9
PDF
Evaluating the Seismic Capacity of a Newly Designed Wharf at the Port of Oakland
2007
·
Shah Vahdani
, John Egan
, et al.
·
ASCE Ports Conference
·
9
Stress History–Dependent Secondary Compression of San Francisco Bay Region Old Bay Clays
2021
·
Nathaniel Wagner
, Micaela Largent
, et al.
·
Journal of Geotechnical and Geoenvironmental Engineering
·
6
Foundation Performance of the Millennium Tower in San Francisco, California: One-Dimensional Settlement Analyses
2022
·
Nathaniel Wagner
, Micaela Largent
, et al.
·
ASCE Geo-Congress
·
1
Simulation of earthquake performance of a waterfront slope using fully coupled effective stress approach
2020
·
Z.-L. Wang
, J. Egan
, et al.
·
CRC Press eBooks
·
1
Successive Geohazard Assessments in a Tectonically Active Shallow Gas Environment
2005
·
M. Angell
, D. Orange
, et al.
·
Offshore Technology Conference
·
1
Seismic Microzonation Study at the Port of Oakland
2004
·
Shahriar Vahdani
, John Egan
, et al.
·
ASCE Ports Conference
·
1
Liquefaction at Naval Station Treasure Island and Design of Mitigating Measures
1992
·
Maurice S. Power
, John A. Egan
, et al.
·
1
Closure to “Foundation Settlement and Tilt of Millennium Tower in San Francisco, California”
2024
·
Jonathan P. Stewart
, Nathaniel Wagner
, et al.
·
Journal of Geotechnical and Geoenvironmental Engineering
PDF
Closure to “Stress History–Dependent Secondary Compression of San Francisco Bay Region Old Bay Clays” by Nathaniel Wagner, Micaela Largent, Jonathan P. Stewart, Christine Beyzaei, Debra Murphy, Jeremy Butkovitch, and John A. Egan
2022
·
Nathaniel Wagner
, Micaela Largent
, et al.
·
Journal of Geotechnical and Geoenvironmental Engineering
PDF
Foundation Performance of the Millennium Tower in San Francisco, California: Three-Dimensional Settlement and Tilt Analyses
2022
·
Hamid Nouri
, Jeremy Butkovich
, et al.
·
ASCE Geo-Congress
Harworth Colliery: Rockbolted support in weak roof at depth
1996
·
David Bigby
, John A. Egan
·
OSTI OAI (U.S. Department of Energy Office of Scientific and Technical Information)
Design Considerations for the Expansion of Charles P. Howard Terminal, Port of Oakland
1995
·
Michael A. Morley
, Gerald M. Serventi
, et al.
·
ASCE Ports Conference
Geotechnical Features of Fur Seal Island Design
1985
·
Ulrich Luscher
, M.R. Akky
, et al.
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Works count:
23
Citation count:
838
H-index:
9
I10-index:
8
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