GPR analysis of clayey soil behaviour in unsaturated conditions for pavement engineering and geoscience applications-Reference-Cited by-同舟云学术

GPR analysis of clayey soil behaviour in unsaturated conditions for pavement engineering and geoscience applications

Published:2016-01-01 Issue:2 Volume:14 Page:127-144
ISSN:1569-4445
Container-title:Near Surface Geophysics
language:en
Short-container-title:Near Surface Geophysics

Author:

Tosti Fabio¹,Benedetto Andrea²,Ciampoli Luca Bianchini²,Lambot Sébastien³,Patriarca Claudio⁴,Slob Evert C.⁵

Affiliation:

1. School of Computing and Engineering; University of West London (UWL); St Mary’s Road, Ealing W5 5RF London United Kingdom

2. Department of Engineering; Roma Tre University; Via Vito Volterra 62 00146 Rome Italy

3. Earth and Life Institute; Environmental Sciences Université catholique de Louvain (UCL); Croix du Sud 2 box L7.05.02 1348 Louvain-la-Neuve Belgium

4. Statoil ASA; Sandsliveien 90 5254 Sandsli Norway

5. Delft University of Technology; Faculty of Civil Engineering and Geosciences; Section of Applied Geophysics and Petrophysics Department of Geoscience & Engineering; Stevinweg 1 Delft, CN 2628 The Netherlands

Publisher

Wiley

Subject

Geophysics

Link

http://onlinelibrary.wiley.com/wol1/doi/10.3997/1873-0604.2016011/fullpdf

Reference71 articles.

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2. Two-dimensional deep-seated slope stability analysis of embankments over stone column-improved soft clay;Abusharar;Engineering Geology,2011

3. Use of GPR for thickness measurement and quality control of flexible pavements;Al-Qadi;Journal of the Association of Asphalt Paving Technologists,2004

4. American Association of State Highway and Transportation Officials (AASHTO) 2011 Roadside Design Guide 4th AASHTO Washington, DC

5. Water content evaluation in unsaturated soil using GPR signal analysis in the frequency domain;Benedetto;Journal of Applied Geophysics,2010

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