Auteur Fox, Patrick J.
Documents disponibles écrits par cet auteur (6)
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Fox, Patrick J., Auteur ; Robert H. Kim, Auteur |This paper presents experimental data and numerical modeling results that illustrate the effects of progressive failure on the measured shear strength of a textured geomembrane/geosynthetic clay liner (GMX/GCL) interface. Large direct shear test[...]
Article : texte imprimé
Tong Qiu, Auteur ; Fox, Patrick J., Auteur |This technical note defines an “effective soil density” that controls the velocity of small strain shear waves in saturated soil. Biot theory indicates that the ratio of effective density to saturated density will generally range from 0.75 to 1.[...]
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Tong Qiu, Auteur ; Abousleiman, Younane, Éditeur scientifique ; Fox, Patrick J., Auteur |A theoretical study of the steady-state response of a saturated poroelastic soil column during compressional and rotational harmonic vibrations is presented. Hydraulic damping due to Biot flow is evaluated for top-drained and double-drained boun[...]
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Jangguen Lee, Auteur ; Fox, Patrick J., Auteur ; John J. Lenhart, Auteur |This paper presents an experimental investigation of the effect of clay consolidation on parameters that govern the advective-dispersive transport of an inorganic solute. Batch, diffusion, dispersion, and solute transport tests were conducted us[...]
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Jangguen Lee, Auteur ; Fox, Patrick J., Auteur |This paper presents an experimental and numerical investigation of consolidation-induced solute transport. Diffusion and large strain consolidation tests were performed on composite specimens of kaolinite clay consisting of an upper uncontaminat[...]
Article : texte imprimé
Fox, Patrick J., Auteur ; Jason D. Ross, Auteur |An investigation was conducted on the relationship between the internal shear strength of hydrated needle-punched (NP) geosynthetic clay liners (GCLs) and the interface shear strength between hydrated NP GCLs (nonwoven side) and high-density pol[...]
