In situ modulus reduction characteristics of stabilized pavement foundations by multichannel analysis of surface waves and falling weight deflectometer tests
- 30 August 2018
- journal article
- research article
- Published by Elsevier BV in Construction and Building Materials
- Vol. 188, 809-819
- https://doi.org/10.1016/j.conbuildmat.2018.08.163
Abstract
No abstract availableKeywords
This publication has 17 references indexed in Scilit:
- Comparison of MASW and MSOR for Surface Wave Testing of PavementsJournal of Environmental and Engineering Geophysics, 2015
- Assessing Soil Stiffness of Stabilized Pavement FoundationsTransportation Research Record: Journal of the Transportation Research Board, 2013
- A study on issues relating to testing of soils and pavements by surface wave methodsAIP Conference Proceedings, 2012
- Analysis of surface waves from the light weight deflectometerSoil Dynamics and Earthquake Engineering, 2009
- Design and application of a towed land‐streamer system for cost‐effective 2-D and pseudo-3-D shallow seismic data acquisitionGeophysics, 2001
- Estimation of near‐surface shear‐wave velocity by inversion of Rayleigh wavesGeophysics, 1999
- Multichannel analysis of surface wavesGeophysics, 1999
- Shear Modulus and Damping Relationships for GravelsJournal of Geotechnical and Geoenvironmental Engineering, 1998
- Imaging dispersion curves of surface waves on multi‐channel recordPublished by Society of Exploration Geophysicists ,1998
- Moduli and Damping Factors for Dynamic Analyses of Cohesionless SoilsJournal of Geotechnical Engineering, 1986