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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Y. P. Vaid

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

Vaid, Y. P. / Thomas, J. (1995): Liquefaction and Postliquefaction Behavior of Sand. In: Journal of Geotechnical Engineering (ASCE), v. 121, n. 2 (Februar 1995).
https://doi.org/10.1061/(ASCE)0733-9410(1995)121:2(163)
Kuerbis, R. / Vaid, Y. P. (1988): Sand Sample Preparation—The Slurry Deposition Method. In: Soils and Foundations, v. 28, n. 4 (Dezember 1988).
https://doi.org/10.3208/sandf1972.28.4_107
Vaid, Y. P. / Negussey, Dawit (1984): Relative Density of Pluviated Sand Samples. In: Soils and Foundations, v. 24, n. 2 (Juni 1984).
https://doi.org/10.3208/sandf1972.24.2_101
Vaid, Y. P. / Chern, J. C. (1983): Effect of Static Shear on Resistance to Liquefaction. In: Soils and Foundations, v. 23, n. 1 (März 1983).
https://doi.org/10.3208/sandf1972.23.47
Vaid, Y. P. / Chung, E. K. F. / Kuerbis, R. H. (1989): Preshearing and Undrained Response of Sand. In: Soils and Foundations, v. 29, n. 4 (Dezember 1989).
https://doi.org/10.3208/sandf1972.29.4_49
Negussey, Dawit / Vaid, Y. P. (1990): Stress Dilatancy of Sand at Small Stress Ratio States. In: Soils and Foundations, v. 30, n. 1 (März 1990).
https://doi.org/10.3208/sandf1972.30.155
Sayao, A. / Vaid, Y. P. (1991): A Critical Assessment of Stress Nonuniformities in Hollow Cylinder Test Specimens. In: Soils and Foundations, v. 31, n. 1 (März 1991).
https://doi.org/10.3208/sandf1972.31.60
Vaid, Y. P. / Sayao, A. (1995): Proportional Loading Behaviour of Sand Under Multiaxial Stresses. In: Soils and Foundations, v. 35, n. 3 (September 1995).
https://doi.org/10.3208/sandf.35.23
Vaid, Y. P. / Chern, J. C. (1983): Mechanism of deformation during cyclic undrained loading of saturated sands. In: International Journal of Soil Dynamics and Earthquake Engineering, v. 2, n. 3 (Juli 1983).
https://doi.org/10.1016/0261-7277(83)90014-1

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