Thomas Weaver
Thomas Weaver
Geotechnical Engineer, US Nuclear Regulatory Commission
Dirección de correo verificada de nrc.gov
Título
Citado por
Citado por
Año
Biogeochemical processes and geotechnical applications: progress, opportunities and challenges
JT DeJong, K Soga, E Kavazanjian, S Burns, LA Van Paassen, ...
Geotechnique 63 (4), 287, 2013
5532013
Lateral load behavior of full-scale pile group in clay
KM Rollins, KT Peterson, TJ Weaver
Journal of geotechnical and geoenvironmental engineering 124 (6), 468-478, 1998
3141998
Precipitation of calcite by indigenous microorganisms to strengthen liquefiable soils
MB Burbank, TJ Weaver, TL Green, BC Williams, RL Crawford
Geomicrobiology Journal 28 (4), 301-312, 2011
2742011
Geotechnical Tests of Sands Following Bioinduced Calcite Precipitation Catalyzed by Indigenous Bacteria
M Burbank, T Weaver, R Lewis, T Williams, B Williams, R Crawford
Journal of Geotechnical and Geoenvironmental Engineering 139 (6), 928-936, 2012
1732012
Urease activity of ureolytic bacteria isolated from six soils in which calcite was precipitated by indigenous bacteria
MB Burbank, TJ Weaver, BC Williams, RL Crawford
Geomicrobiology Journal 29 (4), 389-395, 2012
1362012
Response of 0.6 m cast-in-steel-shell pile in liquefied soil under lateral loading
TJ Weaver, SA Ashford, KM Rollins
Journal of geotechnical and geoenvironmental engineering 131 (1), 94-102, 2005
602005
Bio-induced calcite, iron, and manganese precipitation for geotechnical engineering applications
MA T. J. Weaver, SMA M. Burbank, SMA A. Lewis, R Lewis, R.
Geo-Frontiers 2011, 3975-3983, 2011
522011
Liquefaction mitigation using stone columns around deep foundations: Full-scale test results
SA Ashford, KM Rollins, SC Bradford V, TJ Weaver, JI Baez
Transportation Research Record: Journal of the Transportation Research Board …, 2000
462000
Liquefaction mitigation using stone columns around deep foundations: Full-scale test results. Soil mechanics 2000
SA Ashford, KM Rollins, SC Bradford, TJ Weaver, JI Baez
Transportation Research Record, 110-118, 0
46*
Implications of V\ ds-BPT (N\ d1)\ d6\ d0 Correlations for Liquefaction Assessment in Gravels
KM Rollins, NB Diehl, TJ Weaver
Geotechnical Earthquake Engineering and Soil Dynamics III, 506-517, 1998
331998
Static and dynamic lateral load behavior of pile groups based on full-scale testing
KM Rollins, SR Johnson, KT Petersen, TJ Weaver
3rd Int. Conf. on Offshore and Polar Engineering, 8, 2003
272003
Prediction of the dynamic modulus of Superpave mixes
AA Abdo, F Bayomy, R Nielsen, T Weaver, SJ Jung, MJ Santi
Bearing Capacity of Roads, Railways and Airfields, 305-314, 2009
262009
IN SITU PRECIPITATION OF CALCIUM CARBONATE (CACO3) BY INDIGENOUS MICROORGANISMS TO IMPROVE MECHANICAL PROPERTIES OF A GEOMATERIAL
RL Crawford, MB Burbank, TJ Weaver, BC Williams
EP Patent 2,462,232, 2012
232012
IN SITU PRECIPITATION OF CALCIUM CARBONATE (CACO3) BY INDIGENOUS MICROORGANISMS TO IMPROVE MECHANICAL PROPERTIES OF A GEOMATERIAL
R CRAWFORD, M BURBANK, T WEAVER, B WILLIAMS
WO Patent 2,011,016,823, 2011
232011
In situ precipitation of calcium carbonate (CaCO3) by indigenous microorganisms to improve mechanical properties of a geomaterial
RL Crawford, MB Burbank, TJ Weaver, BC Williams
US Patent App. 12/802,103, 2010
232010
In situ precipitation of calcium carbonate(CaCO. sub. 3) by indigenous microorganisms to improve mechanical properties of a geomaterial
RL Crawford, MB Burbank, TJ Weaver, BC Williams
20*
Development and evaluation of hot mix asphalt stability index
AM Abu Abdo, F Bayomy, R Nielsen, T Weaver, SJ Jung, M Santi
International Journal of Pavement Engineering 11 (6), 529-539, 2010
182010
In situ precipitation of calcium carbonate (CaCO 3) by indigenous microorganisms to improve mechanical properties of a geomaterial
RL Crawford, MB Burbank, TJ Weaver, BC Williams
US Patent 8,420,362, 2013
172013
Lateral statnamic load testing and analysis of a pile group
TJ Weaver, KM Rollins, KT Peterson
Geotechnical Earthquake Engineering and Soil Dynamics III, 1319-1330, 1998
161998
Lateral resistance of a 0.6 m drilled shaft in liquefied sand
TJ Weaver, SA Ashford, KM Rollins
J. Geotechnical and Geoenv. Engrg, 94-102, 2005
152005
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20