Zobrazeno 1 - 10
of 60
pro vyhledávání: '"Loren R. Anderson"'
Publikováno v:
Geotextiles and Geomembranes. 29:172-180
In order to investigate the factors affecting kinked steel grid reinforcement in Mechanically Stabilized Earth (MSE) structures, pullout tests were conducted to find out the new structure of steel grid reinforcement by making one or two triangular ki
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be7e01e9c8d9f3af4c1b323ce72cb7dd
https://doi.org/10.1016/j.geotexmem.2010.10.013
https://doi.org/10.1016/j.geotexmem.2010.10.013
Publikováno v:
Soil Dynamics and Earthquake Engineering. 17:519-523
In certain regions of the world, designing deep foundations to withstand seismic loading is a reality. Seismic loading of structures and foundations reaches its most critical state as a cyclic lateral force. The response of soils and foundations to r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::29f9e9733b7cc082194d970661b99755
https://doi.org/10.1016/s0267-7261(98)00003-7
https://doi.org/10.1016/s0267-7261(98)00003-7
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1548:67-73
Utah State University is involved with a research project funded by the Utah Department of Transportation and the Mountain Plains Consortium. The reaction of model piles subjected to lateral loading is the subject of ongoing research. The measured re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::59716c1317aa743f022e52941eabc40b
https://doi.org/10.1177/0361198196154800110
https://doi.org/10.1177/0361198196154800110
Publikováno v:
GeoRisk 2011.
Seismic deficiency of Success Dam, California has been determined and the need of remediation for improving the performance of the dam under earthquake loading has been identified. Consequently, the dam is currently operated under reservoir pool elev
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09eb772151d14f1a501b0e77c279aa1a
https://doi.org/10.1061/41183(418)58
https://doi.org/10.1061/41183(418)58
Publikováno v:
GeoRisk 2011.
Seismic deficiency of Success Dam, California has been determined and the need of remediation for improving the performance of the dam under earthquake loading has been identified. Consequently, the dam is currently operated under reservoir pool elev
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86d4e7cffc91f542a9b66576a76226e5
https://doi.org/10.1061/41183(418)99
https://doi.org/10.1061/41183(418)99
Autor:
David Serafini, Jack Montgomery, Loren R. Anderson, Michael Ruthford, David S. Bowles, Vlad Perlea
Publikováno v:
GeoRisk 2011.
Potential seismic deficiencies of Success Dam, California have been identified and a remediation plan for the dam is in the process of development. The dam is currently operated under reservoir pool elevation restriction to reduce risk until the long
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4942886ba8db4ae0db25f28e0f45e07c
https://doi.org/10.1061/41183(418)96
https://doi.org/10.1061/41183(418)96
Autor:
N. U. Amin, Marolo C. Alfaro, Dennes T. Bergado, K. C. Macatol, Loren R. Anderson, Jinchun Chai
Publikováno v:
Canadian Geotechnical Journal. 30:376-384
Laboratory and field pullout tests were carried out to study the interaction of welded steel grid reinforcements embedded in lateritic residual soil backfill. The laboratory pullout tests were conducted on various reinforcement sizes, mesh geometries
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::569a973580a75acf2506bd51e6a4364b
https://doi.org/10.1139/t93-032
https://doi.org/10.1139/t93-032
Autor:
Kam‐Hung Lo, Jinchun Chai, Loren R. Anderson, R. Shivashankar, Marolo C. Alfaro, Dennes T. Bergado
Publikováno v:
Journal of Geotechnical Engineering. 118:1047-1062
Both laboratory and field pullout tests are conducted using steel grid reinforcements with cohesive-frictional backfill soils. The laboratory pullout tests are performed using a large-scale pullout apparatus designed especially for this study. The fi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a4861b0f1f691a1ab5286440444c878b
https://doi.org/10.1061/(asce)0733-9410(1992)118:7(1047)
https://doi.org/10.1061/(asce)0733-9410(1992)118:7(1047)
Publikováno v:
Canadian Geotechnical Journal. 28:860-880
A full-scale and extensively instrumented experimental mechanically stabilized earth (MSE) wall with steel grid reinforcements was built on soft clay foundation. Three different locally available poor to marginal quality backfills were used in each o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6673830913a82cdcf7796e3279baa249
https://doi.org/10.1139/t91-103
https://doi.org/10.1139/t91-103
Publikováno v:
GeoCongress 2006.
This paper presents a portion of an extensive model calibration for a finite element analysis of a mechanically stabilized earth wall located along the I-15 reconstruction project through Salt Lake City, Utah. The 9.1 m wall was constructed on a soft
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a30510ce84529fa0bb174d7c17306a71
https://doi.org/10.1061/40803(187)243
https://doi.org/10.1061/40803(187)243