Zobrazeno 1 - 10
of 77
pro vyhledávání: '"Vincent P. Drnevich"'
Publikováno v:
Geotechnical Testing Journal. 46:20220118
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e0ec3229fd24c41bbae3090507c1851d
https://doi.org/10.1520/gtj20220118
https://doi.org/10.1520/gtj20220118
Autor:
Vincent P. Drnevich, Jeramy C. Ashlock
Publikováno v:
Geotechnical Frontiers 2017.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::665e877d2c362fefa0c0d91e2a5367a3
https://doi.org/10.1061/9780784480489.009
https://doi.org/10.1061/9780784480489.009
Autor:
Vincent P. Drnevich
Publikováno v:
Geotechnical Frontiers 2017.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d1bff89fcca76202db2ad5a8529053fe
https://doi.org/10.1061/9780784480489.006
https://doi.org/10.1061/9780784480489.006
Publikováno v:
Géotechnique. 64:108-117
The paper examines the effect of small percentages of bentonite on pore pressure generation in loose sands, from small strains all the way to liquefaction. It relies on resonant column, static triaxial and cyclic triaxial tests conducted on specimens
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8c4c1f02920f798c73877bea8c3b4b18
https://doi.org/10.1680/geot.12.p.169
https://doi.org/10.1680/geot.12.p.169
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 139:1369-1380
Ottawa sand specimens premixed with 0, 3, and 5% bentonite by dry mass of sand were tested under undrained static and cyclic loading to investigate the effects of bentonite on the static and cyclic shear strength of the sand. The results show that al
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e773864c4ffb4942aad04645e8174891
https://doi.org/10.1061/(asce)gt.1943-5606.0000865
https://doi.org/10.1061/(asce)gt.1943-5606.0000865
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 139:659-670
This paper provides a new methodology for determining soil water content and density under different compaction energies. A new calibration equation was introduced making use of the voltage drop associated with the first passage of the electromagneti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f1ef643b7855dcd8c1f9e3e5d487423c
https://doi.org/10.1061/(asce)gt.1943-5606.0000783
https://doi.org/10.1061/(asce)gt.1943-5606.0000783
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 139:671-683
The waveforms from time domain reflectometry (TDR) tests on soil depend on the temperature of the soil being tested. This study provides a discussion of, and the basis for, temperature corrections for the parameters measured in the TDR test for use i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9bd85e60eba4746fe01de2f1feba0dc5
https://doi.org/10.1061/(asce)gt.1943-5606.0000794
https://doi.org/10.1061/(asce)gt.1943-5606.0000794
Publikováno v:
Journal of Professional Issues in Engineering Education and Practice. 138:95-98
The civil engineering capstone senior design course at Purdue University involves all seniors in their last semester before graduation and is titled “Civil Engineering Design Project.” The course catalog describes it as “Planning, design, and a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bcc4775051fce887ff3d28eced0866e2
https://doi.org/10.1061/(asce)ei.1943-5541.0000084
https://doi.org/10.1061/(asce)ei.1943-5541.0000084
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 135:590-594
Lime kiln dust (LKD) is used for modifying pavement subgrades to expedite construction on wet clayey soils. This paper describes the short-term development (typically, over the first 3 to 7 days) of electrical conductivity and penetration resistance
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86ef981e281a8dced1dbb8a1446bbb3f
https://doi.org/10.1061/(asce)1090-0241(2009)135:4(590)
https://doi.org/10.1061/(asce)1090-0241(2009)135:4(590)
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 133:1597-1608
This paper presents a model-based approach to determine dielectric constants from time domain reflectometry (TDR) measurement in highly conductive soils. It makes use of information contained in the TDR signal from the reflection at the surface of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1cde3407a1dd9bf061acb69e2576672d
https://doi.org/10.1061/(asce)1090-0241(2007)133:12(1597)
https://doi.org/10.1061/(asce)1090-0241(2007)133:12(1597)