Comparative Study on Soil Stabilization with Polyethylene Waste Materials and Binders

被引：13

作者：

Ilies, Nicoleta-Maria ^{[1
]}

Circu, Alexandru-Petru ^{[1
]}

Nagy, Andor-Csongor ^{[1
]}

Ciubotaru, Vlad-Costel ^{[1
]}

Kisfaludi-Bak, Zsombor ^{[1
]}

机构：

[1] Tech Univ Cluj Napoca, 28 Memorandumului St, Cluj Napoca 400114, Romania

来源：

10TH INTERNATIONAL CONFERENCE INTERDISCIPLINARITY IN ENGINEERING, INTER-ENG 2016 | 2017年 / 181卷

关键词：

waste material; soil stabilization; direct shear test; cement; polyethylene;

D O I：

10.1016/j.proeng.2017.02.414

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

In some cases, the production of solid waste is experiencing an uncontrolled and continuous increase, especially wastes from plastic products. Given that the process of transforming plastic waste into raw material involves high energy consumption, plastic can be used in geotechnical engineering works. This paper is based on comparing two solutions to improve the soil parameters. The first solution is to improve the soil with plastic waste material and the second solution is to improve the soil with cement. Ongoing tests, performed as a part of the research program have shown the effect of the polyethylene waste material and cement on soil mechanical parameters, cohesion and internal friction angle. (C) 2017 The Authors. Published by Elsevier Ltd.

引用

页码：444 / 451

页数：8

共 14 条

[1]

Azzam W.R., 2013, ALEXANDRIA ENG J FAC, V12, P143

[2] Stress-strain behavior of a silty soil reinforced with polyethylene terephthalate (PET) [J].

Botero, E. ;

Ossa, A. ;

Sherwell, G. ;

Ovando-Shelley, E. .

GEOTEXTILES AND GEOMEMBRANES, 2015, 43 (04) :363-369

[3] Laboratory evaluation on the effectiveness of polypropylene fibers on the strength of fiber-reinforced and cement-stabilized Shanghai soft clay [J].

Chen, Mu ;

Shen, Shui-Long ;

Arulrajah, Arul ;

Wu, Huai-Na ;

Hou, Dong-Wei ;

Xu, Ye-Shuang .

GEOTEXTILES AND GEOMEMBRANES, 2015, 43 (06) :515-523

[4]

Circu Al.P., 2016, THESIS

[5] Effect of polypropylene fibres on the compressive and tensile strength of a soft soil, artificially stabilised with binders [J].

Correia, Antonio A. S. ;

Venda Oliveira, Paulo J. ;

Custodio, Dione G. .

GEOTEXTILES AND GEOMEMBRANES, 2015, 43 (02) :97-106

[6] Influence of discrete fibre reinforcement on the uniaxial compression response and seismic wave velocity of a cement-stabilised sandy-clay [J].

Cristelo, Nuno ;

Cunha, Vitor M. C. F. ;

Dias, Monica ;

Gomes, Antonio Topa ;

Miranda, Tiago ;

Araujo, Nuno .

GEOTEXTILES AND GEOMEMBRANES, 2015, 43 (01) :1-13

[7]

Davis J.G., 1973, 11 C LARG DAMS MADR

[8]

Dinchak W.B., 1984, SOIL CEMENT ITS NOT

[9]

Holtz H., 1976, USE COMPACTED SOIL C

[10]

Ilies N, 2015, J ENVIRON PROT ECOL, V16, P1397

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