Simplified Regression Model to Predict the Strength of Reinforced Sand with Waste Polystyrene Plastic Type

Author:

Ahmed Aly

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference16 articles.

1. Ahmed A (2004) Utilization of shredded waste tires in the strengthening of unpaved roads over soft clay. Ph.D. thesis, Civil Engineering Department, Faculty of Engineering, El-Mina University, Egypt

2. Ahmed A, Shehata M, Easa S (2008) Enhancing the strength of roadway subgrades using factory-waste roof shingles. In: Proceedings of 37th annual conference, vol 4. Canadian Society of Civil Engineering, Québec, Canada, pp 2546–2555

3. Ahmed A, Shehata M, Easa S (2009) Use of factory-waste shingles and cement kiln dust to enhance the performance of soil used in road works. Adv Civil Eng J 2009:9. doi: 10.1155/2009/143750

4. Ahmed A, Ugai K, Kamei T (2011) Investigations of recycled gypsum in conjunction with waste plastic trays for ground improvement. J Constr Build Mater 25(1):208–217

5. Bayasi Z, Zeng J (1993) Properties of polypropylene fiber reinforced concrete. Mater J ACI 90(6):605–610

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