Zobrazeno 1 - 10
of 92
pro vyhledávání: '"Roy H. Borden"'
Autor:
Mohammed A. Gabr, Roy H. Borden
Publikováno v:
Journal of Geotechnical Engineering. 118:970-971
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
Autor:
Mohammed Gabr
Publikováno v:
Journal of Geotechnical Engineering. 118:969-970
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
Publikováno v:
Geo-Congress 2020.
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
Publikováno v:
Journal of Geotechnical Engineering; June 1992, Vol. 118 Issue: 6 p970-971, 2p
Autor:
Hovland, H. John, Hovland, H. John
Publikováno v:
Journal of Geotechnical Engineering; June 1992, Vol. 118 Issue: 6 p969-970, 2p
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
Publikováno v:
Geo-Congress 2019.