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Dynamic Properties of Soils from In-Situ Tests

Authors :
V. K. Puri
Shamsher Prakash
Source :
Journal of the Geotechnical Engineering Division. 107:943-963
Publication Year :
1981
Publisher :
American Society of Civil Engineers (ASCE), 1981.

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.

Details

ISSN :
2690246X and 00936405
Volume :
107
Database :
OpenAIRE
Journal :
Journal of the Geotechnical Engineering Division
Accession number :
edsair.doi...........45927d88ebf51a844a36555aae2b08b0
Full Text :
https://doi.org/10.1061/ajgeb6.0001171