Calibration of generalized hypoplastic soil constitutive model parameters for Firuzkuh standard sand No. 161
Publish place: 3rd Iranian Conference on Geotechnical Engineering
Publish Year: 1397
Type: Conference paper
Language: English
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Document National Code:
GEOTEC03_029
Index date: 30 July 2019
Calibration of generalized hypoplastic soil constitutive model parameters for Firuzkuh standard sand No. 161 abstract
In this essay, data from a set of laboratory experiments on Firuzkuh sand soil No. 161 was given whereby the parameters of a general soil constitutive model called hypoplastic soil model have been estimated. Hypoplasticity is an inelastic and incrementally nonlinear constitutive model without any yield surface and separation of strain rate into elastic and plastic portions, ergo it can appropriately simulate the soil behavior in both small and large strain as well as unloading -reloading paths. In addition, this model requires only eight constitutive parameters uniquely standing at the same value for all densities of a particular soil in all pressures. These parameters have been calibrated based on the standard laboratory experiments comprising monotonic and cyclic tri-axial and oedometer tests. Geotechnical engineers could benefit from the exclusively proposed parameters for analysis of different soil structures needless to accomplish any test on Firuzkuh soil No. 161.
Calibration of generalized hypoplastic soil constitutive model parameters for Firuzkuh standard sand No. 161 Keywords:
Calibration of generalized hypoplastic soil constitutive model parameters for Firuzkuh standard sand No. 161 authors
Bahareh Mohammadi-Haji
Ph.D. candidate in Geotechnical Engineering, Imam Khomeini International University, Qazvin,Iran
Alireza Ardakani
Assistant Professor Geotechnical Engineering, Imam Khomeini International University, Qazvin,Iran