Zobrazeno 1 - 7
of 7
pro vyhledávání: '"John C. Dillon"'
Autor:
Robert C. Albright, James T. McCarthy, David P. Steensma, John C. Dillon, James Rogers, Amy W. Williams, Edward J. Gallaher, Craig L. Hocum, La Tonya J. Hickson, Stephen F. Gudgell, Eric J. Bergstralh, David Dingli
Publikováno v:
Mayo Clinic Proceedings. 89:87-94
To determine the value of a biomedical system dynamics (BMSD) approach for optimization of anemia management in long-term hemodialysis patients because elevated hemoglobin levels and high doses of erythropoiesis-stimulating agents (ESAs) may negative
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9b143a9a95528db640756d3db277459f
https://doi.org/10.1016/j.mayocp.2013.10.022
https://doi.org/10.1016/j.mayocp.2013.10.022
Autor:
Francke C. Walberg, David L. Mathews, John C. Dillon, Timothy D. Stark, Glen M. Bellew, Paul J. Axtell
Publikováno v:
DFI Journal - The Journal of the Deep Foundations Institute. 6:3-20
Jet grouting has increasingly become a ground improvement technology used to address seepage concerns and provide strength improvement to soils underlying dams. The technique of jet grouting uses high pressure/volume jet fluids to erode existing soil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eeedf1bfffbe5b0de6aaf030c0a8396d
https://doi.org/10.1179/dfi.2012.001
https://doi.org/10.1179/dfi.2012.001
Autor:
Peter M. Byrne, Paul J. Axtell, Francke C. Walberg, Timothy D. Stark, John C. Dillon, William B. Empson, David L. Mathews, Michael Beaty, Vlad Perlea, Gonzalo Castro
Publikováno v:
Canadian Geotechnical Journal. 49:323-343
To facilitate the design of seismic remediation for Tuttle Creek Dam in east central Kansas, a seismic finite difference analysis of the dam was performed using the software FLAC and the UBCSAND and UBCTOT soil constitutive models. The FLAC software
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::64c12637ae2b48c7543a4418ed778146
https://doi.org/10.1139/t11-107
https://doi.org/10.1139/t11-107
Autor:
John C. Dillon, Francke C. Walberg, Timothy D. Stark, William B. Empson, Joseph E. Topi, Justin R. Lewis, Paul J. Axtell
Publikováno v:
DFI Journal - The Journal of the Deep Foundations Institute. 3:33-44
Jet grouting has increasingly become one of the ground improvement technologies used to address seepage concerns and to provide strength improvement of soils. The technique of jet grouting uses high pressure/velocity jet fluids to erode the existing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c12f265cd4bd4d4e350946b5b8989702
https://doi.org/10.1179/dfi.2009.004
https://doi.org/10.1179/dfi.2009.004
Autor:
David L. Mathews, Michael Beaty, Peter J. Nicholson, Francke C. Walberg, Paul J. Axtell, Glen M. Bellew, Peter M. Byrne, Timothy D. Stark, Gonzalo Castro, William B. Empson, John C. Dillon, Joseph E. Topi
Publikováno v:
Geo-Congress 2013.
This paper discusses the seismic retrofit of Tuttle Creek Dam near Manhattan, Kansas. Seismic analyses, construction, and stabilization techniques are presented. Constructability and dam safety issues, along with results of refined seismic deformatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::509b2fcc08679eb88a08606306367d10
https://doi.org/10.1061/9780784412787.209
https://doi.org/10.1061/9780784412787.209
Publikováno v:
Grouting and Deep Mixing 2012.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::639e2227816b492d3acaff924693f903
https://doi.org/10.1061/9780784412350.0015
https://doi.org/10.1061/9780784412350.0015
Publikováno v:
Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support.
Cement-bentonite (c-b) self-hardening slurry walls are being constructed as a seismic retrofit to stabilize the downstream slope of Tuttle Creek Dam in Manhattan, Kansas. A full-scale test program was conducted to evaluate various slurry mixes along
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bde50f3f793fc8628c0c13564c65696a
https://doi.org/10.1061/41023(337)38
https://doi.org/10.1061/41023(337)38