P
Paola Bandini
Researcher at New Mexico State University
Publications - 37
Citations - 1244
Paola Bandini is an academic researcher from New Mexico State University. The author has contributed to research in topics: Pavement management & Water content. The author has an hindex of 10, co-authored 36 publications receiving 1016 citations. Previous affiliations of Paola Bandini include Hashemite University & Purdue University.
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Shear strength and stiffness of silty sand
TL;DR: In this article, the effects of nonplastic fines on the small-strain stiffness and shear strength of Ottawa sand were investigated. Butts et al. used Bender element tests performed in triaxial test samples allowed assessment of the effect of fine content on small-strain mechanical stiffness.
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Liquefaction Resistance of Clean and Nonplastic Silty Sands Based on Cone Penetration Resistance
TL;DR: In this article, the authors developed curves of cyclic resistance ratio (CRR) versus cone penetration test (CPT) stress-normalized cone resistance qc1 from a combination of analysis and laboratory testing.
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Prediction of Pavement Performance through Neuro‐Fuzzy Reasoning
TL;DR: The proposed neuro‐fuzzy model showed good generalization capability, and the evaluation of the model performance produced satisfactory results, demonstrating the efficiency and potential of these new mathematical modeling techniques.
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Stability of seismically loaded slopes using limit analysis
TL;DR: In this paper, numerical limit analysis is used to assess the stability of slopes subjected to seismic loading, and the lower and upper bound theorems are formulated as linear problems to be solved using linear programming techniques.
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Effects of silt content and void ratio on the saturated hydraulic conductivity and compressibility of sand-silt mixtures.
TL;DR: In this paper, the results of a large number of flexible wall permeameter tests performed on 60 specimens of two poorly graded sands with 0, 5, 10, 15, 20, and 25% nonplastic silt are presented and discussed.