Computational Technology Resources - CCP

, "Calibration and Application of a Hypoplastic Model for Clay", in , (Editors), "Proceedings of the Ninth International Conference on Engineering Computational Technology", Civil-Comp Press, Stirlingshire, UK, Paper 47, 2014. doi:10.4203/ccp.105.47

Keywords: constitutive model, critical state, hypoplasticity, calibration, finite element method, oedometric test, triaxial shear test.

Summary

This paper shows a procedure for the calibration of hypoplastic model for clays. The only input used are the data obtained from two standard laboratory tests, in particular the oedometric test and the triaxial shear test. The technique is available to majority of geotechnical engineers since it uses general geotechnical finite element software to simulate the laboratory experiments. The laboratory test data of a soil sample are provided together with the results of corresponding simulations and obtained parameters. The calibrated model is finally applied to the analysis of a gradual excavation of a construction pit and the results are compared with the measured displacements.

purchase the full-text of this paper (price £20)

go to the previous paper
go to the next paper
return to the table of contents
return to the book description
purchase this book (price £45 +P&P)

	Computational & Technology Resources an online resource for computational, engineering & technology publications
	not logged in - login
Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 105 PROCEEDINGS OF THE NINTH INTERNATIONAL CONFERENCE ON ENGINEERING COMPUTATIONAL TECHNOLOGY Edited by: Paper 47 Calibration and Application of a Hypoplastic Model for Clay T. Janda and M. Šejnoha Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republi doi:10.4203/ccp.105.47 purchase the full-text of this paper Full Bibliographic Reference for this paper , "Calibration and Application of a Hypoplastic Model for Clay", in , (Editors), "Proceedings of the Ninth International Conference on Engineering Computational Technology", Civil-Comp Press, Stirlingshire, UK, Paper 47, 2014. doi:10.4203/ccp.105.47 Keywords: constitutive model, critical state, hypoplasticity, calibration, finite element method, oedometric test, triaxial shear test. Summary This paper shows a procedure for the calibration of hypoplastic model for clays. The only input used are the data obtained from two standard laboratory tests, in particular the oedometric test and the triaxial shear test. The technique is available to majority of geotechnical engineers since it uses general geotechnical finite element software to simulate the laboratory experiments. The laboratory test data of a soil sample are provided together with the results of corresponding simulations and obtained parameters. The calibrated model is finally applied to the analysis of a gradual excavation of a construction pit and the results are compared with the measured displacements. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £45 +P&P)
Back to top	©Civil-Comp Limited 2023 - terms & conditions