Auteur Andrew J. Whittle
Documents disponibles écrits par cet auteur (6)
Affiner la recherche
Article : texte imprimé
Kiyonobu Kasama, Auteur ; Andrew J. Whittle, Auteur |This paper describes a probabilistic study of the two-dimensional bearing capacity of a vertically loaded strip footing on spatially random, cohesive soil using numerical limit analyses (NLA-CD). The analyses use a Cholesky decomposition (CD) te[...]
Article : texte imprimé
Alex Sanzeni, Auteur ; Andrew J. Whittle, Auteur ; John T. Germaine, Auteur |A laboratory test program was conducted to evaluate the one-dimensional (1D) compression and creep properties of intact sand (and silty-sand) samples from a deep borehole at the Malamocco Inlet to the Venice Lagoon. The tests were performed with[...]
Article : texte imprimé
Naeem O. Abdulhadi, Auteur ; John T. Germaine, Auteur ; Andrew J. Whittle, Auteur |This paper presents the results of an extensive program of laboratory model wellbore tests that have been performed to study wellbore instability in saturated clays. The tests were conducted on resedimented Boston blue clay (RBBC) anisotropicall[...]
Article : texte imprimé
Giuseppe Buscarnera, Auteur ; Andrew J. Whittle, Auteur |This paper examines the influence of the initial state of sands on the potential for undrained instability. The main goal is to illustrate how advanced constitutive modeling of sand behavior can be used to evaluate the susceptibility for static [...]
Article : texte imprimé
Yun Sung Kim, Auteur ; Andrew J. Whittle, Auteur |This paper describes the application of a quasi-one-demensional (1D) network, bubble model to simulate the filtration of a microfine cement suspension injected through a column of sand. The bubble model represents the soil column as a series of [...]
Article : texte imprimé
Maria A. Nikolinakou, Auteur ; Andrew J. Whittle, Auteur ; Stavros Savidis, Auteur |This paper describes the application of a generalized effective stress soil model, MIT-S1, within a commercial finite-element program, for simulating the performance of the support system for the 20-m-deep excavation of the M1 pit adjacent to th[...]
