Vibration of Soils and Foundations: Literature Review-Reference-Cited by-同舟云学术

Vibration of Soils and Foundations: Literature Review

Published:2005-01-01 Issue: Volume: Page:
ISSN:
Container-title:Design Engineering, Parts A and B
language:
Short-container-title:

Author:

Luo Albert C. J.¹,Dehghani Mohammad²,Hamidzadeh Hamid R.³

Affiliation:

1. Southern Illinois University at Edwardsville

2. Lawrence Livermore National Laboratory

3. Tennessee State University

Abstract

Research on vibration of soils and foundations has yielded several fundamental methods for formulation of interaction problems. This paper is intended to survey the development of the current state-of-practice for design and analysis of dynamically loaded foundations. Extensive studies in this field utilize various linear mathematical models for interaction between foundations and different soil media. The effective analytical, numerical and experimental techniques and their methodologies which are well established for treating problems in dynamic soil-foundation interaction are outlined. Described techniques are categorized based upon formulation procedures and their applications. Some areas are indicated where further research is needed.

Publisher

ASMEDC

Link

http://asmedigitalcollection.asme.org/IMECE/proceedings-pdf/doi/10.1115/IMECE2005-81506/4717480/1061_1.pdf

Reference135 articles.

1. Lamb H. , “On the propagation of tremors over the surface of an elastic solid.” Phil. Trans. Roy. Soc., 203, A, 1–42, 1904.

2. Nakano H. , “Some problems concerning the propagation of the disturbances in and on semi-infinite elastic solid.” Geophys. Mag. Tokyo, 2, 189–348, 1930.

3. Barkan, D.D., “Dynamics of bases and foundations,” McGraw-Hill, 1962.

4. Shekhter, O.Y., “Consideration of inertial properties of soil in the computations of vertical forced vibrations of massive foundation.” NII Symp., 12, Vibratasii, Osnovaniy i Fundementov, Moscow, 1948.

5. Pekeris C. L. , “The seismic buried pulse.” Proc. Nat. Acad. Sci., USA, 41, 629–639, 1955.

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