Soil Settlement Analysis from Field Monitoring Data and its Simulation at Kanchpur Bridge

Sadia, Saima; Islam, Mayesha Farzana; Broti, Rafia Nusrat Khan

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dc.contributor.author	Sadia, Saima
dc.contributor.author	Islam, Mayesha Farzana
dc.contributor.author	Broti, Rafia Nusrat Khan
dc.date.accessioned	2022-04-20T05:38:16Z
dc.date.available	2022-04-20T05:38:16Z
dc.date.issued	2021-03-30
dc.identifier.citation	1. Consultant, P. F. (2016). Sub-soil Investigation of Additional Geological Investigation-2 at KANCHPUR Bridge Site Area. Dhaka: Prosoil Foundation Consultant. 2. Bathe, K-J.(1996) Finite Element Procedures. Englewood Cliffs, NJ: Prentice-Hall. 3. Clough, R. W (1960). “The Finite Element Method in Plane Stress Analysis.” Proceedings, American Society of Civil Engineers, Second Conference on Electronic Computation, Pittsburgh. 4. Courant, R. (1943) “Variational Methods for the Solution of Problems of Equilibrium and Vibrations.” Bulletin of the American Mathematical Society 49. 5. Galerkin, B. G. (1915) “Series Solution of Some Problems of Elastic Equilibrium of Rods and Plates” [in Russian]. Vestn. Inzh. Tekh. 19. 6. Hutton, D. V. (2004). Fundamentals of finite element analysis. McGraw-hill. 7. Kahlström, M. (2013). PLAXIS 2D comparison of Mohr-Coulomb and soft soil material models. 8. Lade, P.V. (2005) “Overview of Constitutive Models for Soils”, ASCE Geotechnical Special Publication No. 128. Soil Constitutive Models: Evaluation, Selection and Calibration, Edited by J.A. Yamamuro and V.N. Kaliakin, January. 9. Lord Rayleigh. (1870) “On the Theory of Resonance.” Transactions of the Royal Society (London) A161. 10. Mesri, G., & Choi, Y. K. (1985). Settlement analysis of embankments on soft clays. Journal of Geotechnical Engineering, 111(4), 441-464. 11. Olson, R. E. (1998). Settlement of embankments on soft clays:(The thirty-first terzaghi lecture). Journal of geotechnical and geoenvironmental engineering, 124(8), 659-669. 12. Ritz, W. (1909) “Uber eine neue Methode zur Losung gewissen Variations-Probleme der mathematischen Physik.” J. Reine Angew. Math. 135 . 13. Ti, K. S., Huat, B. B., Noorzaei, J., Jaafar, M. S., & Sew, G. S. (2009). A review of basic soil constitutive models for geotechnical application. Electronic Journal of Geotechnical Engineering, 14, 1-18.	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/1360
dc.description	Supervised by Prof. Dr. Hossain MD. Shahin, Professor, Department of Civil and Environmental Engineering (CEE), Islamic University of Technology (IUT), Board Bazar, Gazipur, Bangladesh.	en_US
dc.description.abstract	The study and measurement of the settlement is a concern for any Geotech engineer. For the serviceability of subgrade projects, the prediction of embankment settlement is a critically important issue. We have to calculate settlement especially differential settlement to ensure the design grade of embankment. This study includes the project Embankment Settlement of Kanchpur bridge. The embankment should be placed considering and risk associated with surcharge loads. In this thesis, finite element analysis using PLAXIS-2D has been used for the analysis of finite elements. Hardening Soil Model and Soft Soil Model have been used in this simulation as a constitutive model. Various field tests have been done by ProSoil from where soil parameters have been determined. Using these parameters, settlement of embankment in soft soil has been estimated. Geogrid has been used for the improvement of the soil along with the determination of the settlement through conventional method.	en_US
dc.language.iso	en	en_US
dc.publisher	Department of Civil and Environment Engineering, Islamic University of Technology(IUT), Board Bazar, Gazipur, Bangladesh	en_US
dc.subject	Embankment, Settlement, Soft Soil, Soil Parameters, Finite Element Method, PLAXIS-2D, Numerical Analysis, Hardening Soil Model, Soft Soil Model, Geogrid	en_US
dc.title	Soil Settlement Analysis from Field Monitoring Data and its Simulation at Kanchpur Bridge	en_US
dc.type	Thesis	en_US