Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Paul J. Axtell"'
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
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
Autor:
Paul J. Axtell
Publikováno v:
GEOSTRATA Magazine. 21:72-73
Autor:
Dan A. Brown, Paul J. Axtell
Publikováno v:
DFI Journal - The Journal of the Deep Foundations Institute. 5:3-15
This case history describes the foundation design and construction for the New Mississippi River Bridge, presently under construction in St. Louis, Missouri. The 1,500 ft (457.2 m) main span of the cable-stayed bridge is supported by two delta tower
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
Autor:
Timothy D. Stark, Paul J. Axtell
Publikováno v:
DFI Journal - The Journal of the Deep Foundations Institute. 2:11-21
The results of in-situ geophysical cross-hole tests on improved soil by soil mixing (SM) and jet grouting (JG) are described. This testing was conducted on soil improved by SM and JG columns constructed in the downstream free-field of Tuttle Creek Da
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
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
Publikováno v:
Soil Dynamics Symposium in Honor of Professor Richard D. Woods.