Research Article
Jul 1981

Dynamic Properties of Soils from In-Situ Tests

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Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 7

Abstract

Various field test (namely vibration tests on blocks or plates, steady-state vibration or Rayleigh wave tests, wave propagation tests, and cyclic load tests) were conducted at a number of sites in India to determine the dynamic shear modulus, G. Data obtained at different sites are described. The values of G obtained from the different tests at a given site vary widely. The rational approach for selecting the value of G from field tests for use in the analysis and design of soil-structure interaction problems under dynamic loads must account for the factors affecting G. The suggested approach, which provides a possible answer, is suitable in cohesionless soils below the water table where it is rather difficult, if not impossible, to obtain undisturbed samples.

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Published In

Journal of the Geotechnical Engineering Division
Volume 107Issue 7July 1981
Pages: 943 - 963

History

Published in print: Jul 1981
Published online: Feb 11, 2021

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Shamsher Prakash, F.ASCE
Prof., Civ. Engrg. Dept., Univ. of Missouri-Rolla, Rolla, Mo. 65401; formerly Prof. of Civ. Engrg. and Head of Geotechnical Engrg. Div., Univ. of Roorkee, Roorkee, UP, India
Vijay Kumar Puri, AM.ASCE
Grad. Student, Civ. Engrg. Dept., Univ. of Missouri-Rolla, Rolla, Mo. 65401; formerly Leet., Soil Dynamics, Dept. of Earthquake Engrg., Univ. of Roorkee, Roorkee, UP, India

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