Christopher L. Meehan
- A Multi-Parameter Correlation for Predicting the Seismic Displacement of an Earth Dam or Embankment. In: Geotechnical and Geological Engineering, v. 29, n. 6 (7 Oktober 2011). (2011):
- Modeling the Behavior of Geosynthetic Encased Columns: Influence of Granular Soil Constitutive Model. In: International Journal of Geomechanics, v. 12, n. 4 (August 2012). (2012):
- Laboratory investigation and field evaluation of loess improvement using nanoclay – A sustainable material for construction. In: Construction and Building Materials, v. 158 (Januar 2018). (2018):
- Improvement of Problematic Soils with Biopolymer—An Environmentally Friendly Soil Stabilizer. In: Journal of Materials in Civil Engineering (ASCE), v. 29, n. 2 (Februar 2017). (2017):
- Assessing the effects of supplementary cementitious materials on the performance of low-cement roller compacted concrete pavement. In: Construction and Building Materials, v. 24, n. 12 (Dezember 2010). (2010):
- Tropical residual soil stabilization: A powder form material for increasing soil strength. In: Construction and Building Materials, v. 147 (August 2017). (2017):
- Rapid Replacement. In: Civil Engineering Magazine, v. 84, n. 4 (April 2014). (2014):
- Assessing soil compaction using continuous compaction control and location-specific in situ tests. In: Automation in Construction, v. 73 (Januar 2017). (2017):