Effect of Wastes Plastic Reinforcement on Behaviour of Sand
(*) Corresponding author
In classical soil mechanics engineers measure shear strains using different types of apparatus; the lateral strain in the soil has not been much studied. This article provides a study on the effect of development of lateral strain and reinforcement form on the shear strength and on the evolution of the mechanical characteristic of beach sand. The mechanical behave of composite material has been investigated thought varying the number of plastic layers, using plastic leaves reinforcement and the combination of the two forms. The results have demonstrated that the strength improvement is significantly affected by the form of the reinforcement and the behavior of reinforced sand is characterized by a relationship among the deviator stress, the angle of friction and the lateral strain.
Copyright © 2018 Praise Worthy Prize - All rights reserved.
S. Haeri, R. M. Noorzad, A. M. Oskoorouchi, Effect of géotextile reinforcement on the mechanical behaviour of sand, Géotextiles and Géomembranes, Vol. 18 (6): 385-402, 2000.
B. B. Broms, Triaxial tests with fabric- reinforced soil, Proceeding of the international conference on the use of Fabric in Geotechnics, Ecole National des ponts et chaussees, Paris, Vol. 3: 129-134, 1977.
N. C. Consoli, J. P. Montardo, P. D. M. Prietto, Engineering behaviour of sand reinforced with plastic waste, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 128 (6):462-472, 2002.
A. Diambra, E. Ibraim, D. Muir Wood, A. R. Russell, 2010. Static liquefaction of fibre reinforced sand under monotonic loading, Géotextiles and Géomembranes, Vol. 28(4): 374-385, 2010.
C. Tang, B. Shi, Y. Cui, C. Liu, K. Gu, Desiccation cracking behavior of polypropylene fiber-reinforced clayey soil, Canadian Geotechnical Journal Vol. 49 (9): 1088-1101, 2012.
T. Park, S. A. Tan, Enhanced performance of reinforced soil walls by the inclusion of short fiber, Geotextiles and Geomembranes Vol. 23 (4): 348-361, 2005.
M. Elif Orakoglu, J. Liu , F. Niu, Dynamic behavior of fiber reinforced soil under freeze thaw cycles. Soil Dynamics and earthquake engineering, Vol. 101: 269-284, 2017.
M. X. Zhang, A. A. Javadi, X. Min, Triaxial tests of sand reinforced with 3D inclusions. Geotextiles and Geomembranes Vol. 24(4): 201-209, 2006.
G. Latha, V. S. Murthy, Effects of reinforcement form on the behavior of geosynthetic reinforced sand, Geotextiles and Geomembranes Vol. 25 (1): 23-32, 2007.
S. K. Dash, K. Rajagopal, N. R. Krishnaswamy, Performance of different geosynthetic reinforcement materials in sand foundations.Geosynthetic International Vol. 11 (1):35-42, 2004.
R. L. Michalowski J. Cermak, Strength anisotropy of fiber-reinforced sand, Computers and Geotechnics, Vol. 29(4) : 279-299, 2002.
T. Yetimoglu, M. Inanir, O. E. Inanir, A study on bearing capacity of randomly distributed fiber-reinforced sand fills overlying soft clay. Geotextiles and Geomembranes, Vol. 23 (2): 174–183, 2005.
K. M. Lee, V. R. Manjunath, Soil-geotextile interface friction by direct shear tests, Revue canadienne de géotechnique, Vol. 37(1): 238-252, 2000.
A. W. Bishop, G. E. Green, V. KT. Garga, A. Andessen, J. D. Brown, A new ring shear apparatus and its application to the measurement of residual strength, Geotechnique, Vol. 21(4):273-328, 1971.
R. C. Hirschfeld, S. J. Poulos, High-pressure triaxial tests on a compacted sand undisturbed silt ASTM, STP 361: 329-338, 1983.
N. Chelghoum (2006), Effect of confining pressure on lateral strain of cohesionles soil, Journal of Engineering and Applied Science, Vol. 1(4) : 360-369, 2006.
Li Chunling, Jorge G. Zornberg, Mobilization of reinforcement forces in fiber reinforced soil, Journal of geotechnical and geoenvironmental engineering, Vol. 139(1):107-115, 2012.
Abbas, J., Al- Dorry, M., Bearing Capacity of Ring Footing on Geogrid Reinforced Sand, (2013) International Review of Civil Engineering (IRECE), 4 (5), pp. 240-246.
C. S. Tang, B. Shi., Y. J. Cui, C. Liu, K. Gu, 2012. Desiccation cracking behavior of polypropylene fiber–reinforced clayey soil. Canadian geotechnical journal, Vol. 49(9): 1088-1101, 2012.
Y. Yilmaz, Experimental investigation of the strength properties of sand-clay mixtures reinforced with randomly distributed discrete polypropylene fibers, Geosynthetics International Vol. 5 (1):354-363, 2009.
J. Safadoust, S. Nayyeri Amiri, A. Esmaeily, Numerical analysis of reinforced embankement over soft foundation, Journal of engineering sciences technology review, Vol 6 (3), 2013.
Z. Gao, J. Zhao, Evaluation on failure of fiber-reinforced sand. Journal of Geotechnical and Geoenvironmental Engineering., Vol 139 (1): 95-106, 2012.
GH. Tavakoli Mehrjardi, M. Khazaei, Scal effect on the behavior of geogrid reinforced soil under repeated loads. Géotextiles and Géomembranes, Vol. 45 (6): 603-615, 2017.
Latif, D., Rifa’i, A., Suryolelono, K., Impact of Volcanic Ash and Lime Adding on Expansive Soil for Subgrade Layer, (2017) International Review of Civil Engineering (IRECE), 8 (5), pp. 255-260.
Nini, R., Chalhoub, M., Effect of Soil Drainage on California Bearing Ratio of Soaked Clay, (2016) International Review of Civil Engineering (IRECE), 7 (4), pp. 92-95.
- There are currently no refbacks.
Please send any question about this web site to email@example.com
Copyright © 2005-2023 Praise Worthy Prize