Chen, J., and Lawton, E. C. "One-Dimensional Wetting Induced Volume Change of Unsaturated Soils." Journal of Geotechnical Engineering, ASCE, New York (in revision).

Fragaszy, R. J., and Lawton, E. (1984). "Bearing Capacity of Reinforced Sand Subgrades." Journal of Geotechnical Engineering, ASCE, New York, Vol. 110, No. 10, October, pp. 1500-1507.

Lawton, E. C. (2000). "Performance of Geopier Reinforced Soil Foundations During Simulated Seismic Tests on I-15 Bridge Bents." Transportation Research Record, Transportation Research Board, (accepted for publication).

Lawton, E. C., and Fox, N. S. (1992). "Field Experiments on Soils Reinforced with Small Discontinuous Multi-Oriented Geosynthetic Inclusions," Transportation Research Record No. 1369: Advances in Geotechnical Engineering, Transportation Research Board, pp. 44-53.

Lawton, E. C., and Fox, N. S. (1994). "Settlement of Structures Supported on Marginal or Inadequate Soils Stiffened with Short Aggregate Piers." Vertical and Horizontal Deformations of Foundations and Embankments, ASCE Geotechnical Special Publication No. 40, Vol. 2,
pp. 962-974.

Lawton, E. C., Fox, N. S., and Handy, R. L. (1994). "Control of Settlement and Uplift of Structures Using Short Aggregate Piers." In-Situ Deep Soil Improvement, ASCE Geotechnical Special Publication No. 45, pp. 121-132.

Lawton, E. C., Fragaszy, R. J., and Hardcastle, J. H. (1991). "Stress Ratio Effects on Collapse of Compacted Clayey Sand." Journal of Geotechnical Engineering, ASCE, Vol. 117, No. 5, May,
pp. 714-730.

Lawton, E. C., Fragaszy, R. J., and Hardcastle, J. H. (1989). "Collapse of Compacted Clayey Sand." Journal of Geotechnical Engineering, ASCE, Vol. 115, No. 9, September, pp. 1252-1267.

Lawton, E. C., and Fragaszy, R. J., and Hetherington, M. D. (1992) "Review of Wetting-Induced Collapse in Compacted Soil," Journal of Geotechnical Engineering, ASCE, Vol. 118, No. 9, September, pp. 1376-1394.

Lawton, E. C., Heimdal, T. M., Roadifer, J. W., and Robinson, K. S. (1999). "Laboratory Study of the Feasibility of Stabilizing Zinc Clinker and Road Millings to Produce a Low Permeability Pavement Material." Transportation Research Record No. 1673: Geomaterials, Journal of the Transportation Research Board, paper no. 99-0751, pp. 31-38.

Lawton, E. C., Khire, M. V., and Fox, N. S. (1993). "Reinforcement of Soils by Multi-Oriented Geosynthetic Inclusions," Journal of Geotechnical Engineering, ASCE, Vol. 119, No. 2, February, pp. 257-274.

Lawton, E. C., Fragaszy, R. J., Higgins, J. D., Kilian, A. P., and Peters, A. J. (1986). "Review of Methods for Estimating Pile Capacity," Transportation Research Record No. 1105: Structure Foundations, Transportation Research Board, pp. 32-40.

Lawton, E. C., Mokashi, A. A., and Fox, N. S. (1996). "Field Tests and Numerical Analyses of a Subgrade Soil Reinforced with Grids of Stabilized Granular Columns. " Transportation Research Record No. 1534: Geosynthetics: Cold Regions, Flexible Pavements, and Other Issues, Transportation Research Board, pp. 72-79.

Lawton, E. C., Schubach, J. R., Seelos, R. T., and Fox, N. S. (1995). "One-Dimensional Compression Characteristics of Artificial Soils Composed of Multioriented Geosynthetic Elements." Transportation Research Record No. 1474: Mechanically Stabilized Backfill and Properties of Geosynthetics and Geocomposites, Transportation Research Board, pp. 73-81.

Lin, C. C., Lawton, E. C., Caliendo, J. A., and Anderson, L. R. (1996). "An Iterative Finite Element-Boundary Element Algorithm." Computers and Structures, Vol. 59, No. 5, June 3, pp. 899-909.