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Proceedings of the Institution of Civil Engineers
 

Summary: Proceedings of the Institution of
Civil Engineers
Geotechnical Engineering 156
Month 2003 Issue GE4
Pages 11
Paper 13008
Paper published:
Proc. Instn Civ. Engrs Geotech.
Engng, 2003, 156, April, ?????? Discussion
Determination of parameters for a hyperbolic model of soils
N. Al-Shayea, S. Abduljauwad, R. Bashir, H. Al-Ghamedy and I. Asi
G. T. Houlsby, Oxford University
I am dismayed that Geotechnical Engineering should have
published this paper, which encourages the use of non-linear
elastic modelling for soils. The hyperbolic model of Duncan
and Chang,1
which forms the basis of the paper, has been
superseded many years ago for modelling boundary value
problems in soil. For a number of very good reasons, all serious
modelling of soil non-linearity now employs plasticity theory

  

Source: Al-Shayea, Naser Abdul-Rahman - Department of Civil Engineering, King Fahd University of Petroleum and Minerals

 

Collections: Engineering