Zobrazeno 1 - 10
of 51
pro vyhledávání: '"Roy H. Borden"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 10, Iss 2, Pp 323-332 (2018)
Dynamic cone penetrometer (DCP) has been used for decades to estimate the shear strength and stiffness properties of the subgrade soils. There are several empirical correlations in the literature to predict the resilient modulus values at only a spec
Externí odkaz:
https://doaj.org/article/01ffeec8df07488bb5a5ee3f3e602ff9
Publikováno v:
Transportation Geotechnics. 19:44-53
The focus of this paper is on the measurement and prediction of unsaturated shear strength of residual soil as a function of matric suction by utilizing basic soil properties. A total of 19 unsaturated triaxial tests were performed on four groups of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c950a920492cd3142ad3926b9f1432db
https://doi.org/10.1016/j.trgeo.2019.01.003
https://doi.org/10.1016/j.trgeo.2019.01.003
Publikováno v:
Geo-Congress 2020.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b2797ea06abf029301741837e91b231
https://doi.org/10.1061/9780784482780.015
https://doi.org/10.1061/9780784482780.015
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 10, Iss 2, Pp 323-332 (2018)
Dynamic cone penetrometer (DCP) has been used for decades to estimate the shear strength and stiffness properties of the subgrade soils. There are several empirical correlations in the literature to predict the resilient modulus values at only a spec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d822cf64deac2b8caca653dcc1fcb7c7
https://doi.org/10.1016/j.jrmge.2017.10.007
https://doi.org/10.1016/j.jrmge.2017.10.007
Publikováno v:
Canadian Geotechnical Journal. 54:304-312
Resilient modulus has been used for decades as an important parameter in pavement structure design. Resilient modulus, like other elasticity moduli, increases with increasing confining stress and decreases with increasing deviatoric stress. Several c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::36864a7a2c70fa9f015584aba8aa9081
https://doi.org/10.1139/cgj-2016-0062
https://doi.org/10.1139/cgj-2016-0062
Publikováno v:
Geo-Congress 2019.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ed2715ebac2df429d1c3c83edd154ca
https://doi.org/10.1061/9780784482094.031
https://doi.org/10.1061/9780784482094.031
Publikováno v:
International Journal of Geotechnical Engineering. 12:284-292
The proof roller test has been traditionally carried out as a technique for subgrade quality assessment in road construction and the induced pumping and permanent deformation are used as the basis for subgrade’s pass/fail criteria. The objective of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4dacf99deaa21221eb3a5da45a4fda12
https://doi.org/10.1080/19386362.2016.1272751
https://doi.org/10.1080/19386362.2016.1272751
Publikováno v:
IFCEE 2018.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::88d1afb70908e79e85732b51009a88bb
https://doi.org/10.1061/9780784481592.039
https://doi.org/10.1061/9780784481592.039
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 143
This paper proposes approaches to estimate effective friction angle from cone tip resistance with incorporation of matric suction. Cone penetration tests (CPTs) are performed in unsaturated...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dec0cd97d163c25da158dad80cd886d8
https://doi.org/10.1061/(asce)gt.1943-5606.0001799
https://doi.org/10.1061/(asce)gt.1943-5606.0001799
Publikováno v:
Geotechnical Frontiers 2017.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::159209abedd078d6351e5f062ee3eb34
https://doi.org/10.1061/9780784480458.054
https://doi.org/10.1061/9780784480458.054