Zobrazeno 1 - 7
of 7
pro vyhledávání: '"David L. Mathews"'
Autor:
David L. Mathews
Publikováno v:
GEOSTRATA Magazine. 22:24-26
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
Publikováno v:
Canadian Geotechnical Journal. 48:1504-1519
The US Army Corps of Engineers (USACE) completed a liquefaction potential analysis as part of the seismic evaluation of Milford Dam in 1986. This paper uses data from the 1986 study to compare fine...
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:
Grouting and Deep Mixing 2012.
Publikováno v:
Scour and Erosion.
Discharges up to 1700 m 3 /s that lasted 21 days caused extensive erosion of the spillway chute excavated in rock at Tuttle Creek Lake, Kansas. Nearly 300 000 m 3 of shale and limestone were eroded from the unlined chute resulting in a series of esca