C. F. Daganzo, The cell transmission model: A dynamic representation of highway traffic consistent with the hydrodynamic theory, Transportation Research Part B: Methodological, vol.28, issue.4, pp.269-287, 1994.
DOI : 10.1016/0191-2615(94)90002-7

G. Gomes, R. Horowitz, A. A. Kurzhanskiy, J. Kwon, and P. Varaiya, Behavior of the cell transmission model and effectiveness of ramp metering, Transportation Research Part C: Emerging Technologies, vol.16, issue.4, pp.485-513, 2008.
DOI : 10.1016/j.trc.2007.10.005

Z. Jia, C. Chen, B. Coifman, and P. Varaiya, The pems algorithms for accurate, real-time estimates of g-factors and speeds from single-loop detectors, Proc. of IEEE Intelligent Transportation Systems Conference, pp.536-541, 2001.

A. A. Kurzhanskiy, Set-Valued Estimation of Freeway Traffic Density, Proc. of 12th IFAC Symposium on Control in Transportation Systems, 2009.
DOI : 10.3182/20090902-3-US-2007.0011

R. J. Leveque, Numerical methods for conservation laws, Birkhäuser, 1992.

M. J. Lighthill and G. B. Whitham, On Kinematic Waves. II. A Theory of Traffic Flow on Long Crowded Roads, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, vol.229, issue.1178, pp.317-345, 1178.
DOI : 10.1098/rspa.1955.0089

W. Lin and D. Ahanotu, Validating the basic cell transmission model on a single freeway link. Path technical note 95-3, 1994.

I. Morarescu and C. Canudas-de-wit, Highway traffic modelbased density estimation, Proc. of IEEE American Control Conference, 2011.
URL : https://hal.archives-ouvertes.fr/hal-00581801

L. Muñoz, X. Sun, R. Horowitz, and L. Alvarez, Traffic density estimation with the cell transmission model, Proceedings of the 2003 American Control Conference, 2003., pp.3750-3755, 2003.
DOI : 10.1109/ACC.2003.1240418

A. Muralidharan and R. Horowitz, Imputation of Ramp Flow Data for Freeway Traffic Simulation, Transportation Research Record: Journal of the Transportation Research Board, vol.2099, pp.58-64, 2009.
DOI : 10.3141/2099-07

P. I. Richards, Shock Waves on the Highway, Operations Research, vol.4, issue.1, pp.42-51, 1956.
DOI : 10.1287/opre.4.1.42