Evaluation of geocomposite compressible layers as induced trench method applied to shallow buried pipelines

Author:

Plácido R.,Portelinha F.H.M.

Funder

University of Sao Paulo

National Council for Scientific and Technological Development

Sao Paulo research foundation

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference38 articles.

1. Laboratory measurement of the load reduction on buried structures overlain by EPS geofoam;Ahmed,2013

2. Standard Test Method for Time-dependent (Creep) Deformation under Constant Pressure for Geosynthetic Drainage Products;ASTM D7406-07,2012

3. Standard Test Methods for Maximum Index Density and Unit Weight of Soil Using Vibratory Table;ASTM D4253,2016

4. Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density;ASTM D4254,2016

5. Methods of protecting buried pipelines and culverts in transportation infrastructure using EPS geofoam;Bartlett;Geotext. Geomembranes,2015

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