Mehdi Missoum Benziane, Noureddine Della, Sidali Denine, Sedat Sert and Said Nouri
. Sheikhzadeh M. 2008 On the use of textile fibers to achieve mechanical soil stabilization 4th Inttex cloth des conf Dubrovnik, Croatia; 5 – 8
 Ahmad, F., Mujah, D., Hazarika, H., and Safari, A. (2012). Assessing the potential reuse of recycled glass fibre in problematic soil applications, Journal of Cleaner Production, 35, 102–107.
Ahmad F. Mujah D. Hazarika H. Safari A. 2012 Assessing the potential reuse of recycled glass fibre in problematic soil applications, Journal of Cleaner Production 35 102 – 107
 Al Refeai, O
Djamel Bouri, Abdallah Krim, Abdelkader Brahim and Ahmed Arab
CANOU J. DUPLA J.C. Structure initiale et propriétés de liquéfaction statique d’un sable Compte Rendus Mecanique 2004 332 887 894
 BENESSALAH I., ARAB A., VILLARD P., SADEK M., KADRI A., Laboratory study on shear strength behaviour of reinforced sandy soil: effect of glass fiber content and other parameters Arabian Journal for Science and Engineering, 2016, 41, 13431353. BENESSALAH I. ARAB A. VILLARD P. SADEK M. KADRI A. Laboratory study on shear strength behaviour of reinforced sandy soil: effect of glass fiber content
Leyla Bouaricha, Ahmed Djafar Henni and Laurent Lancelot
prefabricated vertical drains , Geotextiles and Geomembranes, 2006, 24(6), 339–348.
 C onsoli N.C., C asagrande M.D., C oop M.R., Effect of fiber reinforcement on the isotropic compression behavior of sand , Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131(11), 1434–1436.
 C onsoli N.C., M ontardo J.P., D onato M., P rietto P.D.M., Effect of material properties on the behaviour of sand-cement-fibre composites , Ground Improvement, 2004, 8(2), 77–90.
 C onsoli N.C., M ontardo J.P., P rietto P.D.M., P asa G
Soumia Bellil, Khelifa Abbeche and Ouassila Bahloul
, even without the addition of loads, saturation causes the intergranular bonds to fail, thus giving a denser structure and resulting in the collapse of the soil particles. These metastable soils are generally composed of a predominant percentage of silts and a small percentage of fine elements.
Several studies [ 1 , 2 ] have been carried out in the field of identification of these types of soils. Indeed, several methods have been developed in this direction, from direct to empirical methods.
Some researchers (e.g. Abbeche et al. [ 2 ] and Houston et al. [ 3