Computational Technology Resources - CCP

M.I. Onur, A. Tuncan, M. Tuncan, "Deformation Induced Dynamic Loading for Different Soil Types", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 189, 2013. doi:10.4203/ccp.102.189

Keywords: soils, deformations, earthquakes, Plaxis, dynamic loads, improvement.

Summary

Earthquakes can cause different deformations for different soil types and different earthquake characteristics. Deformations caused by earthquakes can be given as follows: surface rupture, regional subsidence, slope movements, volumetric compression, liquefaction, settlement and bearing capacity failures, horizontal expansions and sand volcanos. In this study, reported in this paper, the modeling studies of soil deformations were presented for different soil types and different earthquake effects. Soil deformations under the dynamic effect were modeled by using the Plaxis 2D software dynamic module and the results were discussed. The results indicate that soil improvement techniques are needed to prevent deformations caused by earthquake.

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 £65 +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: 102 PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: Paper 189 Deformation Induced Dynamic Loading for Different Soil Types M.I. Onur, A. Tuncan and M. Tuncan Department of Civil Engineering Anadolu University, Eskisehir, Turkey doi:10.4203/ccp.102.189 purchase the full-text of this paper Full Bibliographic Reference for this paper M.I. Onur, A. Tuncan, M. Tuncan, "Deformation Induced Dynamic Loading for Different Soil Types", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 189, 2013. doi:10.4203/ccp.102.189 Keywords: soils, deformations, earthquakes, Plaxis, dynamic loads, improvement. Summary Earthquakes can cause different deformations for different soil types and different earthquake characteristics. Deformations caused by earthquakes can be given as follows: surface rupture, regional subsidence, slope movements, volumetric compression, liquefaction, settlement and bearing capacity failures, horizontal expansions and sand volcanos. In this study, reported in this paper, the modeling studies of soil deformations were presented for different soil types and different earthquake effects. Soil deformations under the dynamic effect were modeled by using the Plaxis 2D software dynamic module and the results were discussed. The results indicate that soil improvement techniques are needed to prevent deformations caused by earthquake. 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 £65 +P&P)
Back to top	©Civil-Comp Limited 2023 - terms & conditions