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A B C D E F G H I J K L M N O P Q R S T U V W X Y Z

C

Ostendorf DW, Hinlein ES, Ahlfeld D. P., Dejong JT. 2006. Calibrated models of deicing agent solids, pavement texture, and Specific conductivity of highway runoff. Journal of Environmental Engineering. 132(12):1562-1571.

Dejong JT, Randolph MF, Degroot DJ, Yafrate N. 2011. Closure to "Evaluation of remolded shear strength and sensitivity of full‐flow penetrometers". Journal of Geotechnical and Geoenvironmental Engineering. 137(4):440-441.

Dejong JT, Degroot DJ, Yafrate N. 2012. Closure to "Evaluation of undrained shear strength using full-flow penetrometers.". Journal of Geotechnical and Geoenvironmental Engineering. 138(6):765‐767.

D

Dejong JT, Yafrate N, Degroot DJ. 2007. Design of a miniature piezoprobe for high resolution stratigraphic profiling. Geotechnical Testing Journal. 30(4):1-11.

E

Yafrate N, Dejong JT, Degroot DJ, Randolph MF. 2009. Evaluation of remolded shear strength and sensitivity of soft clay using full flow penetrometers. Journal of Geotechnical and Geoenvironmental Engineering. 135(9):1179-1189.

Breña SF, Bonczar C, Civjan SA, Dejong JT, Crovo DS. 2007. Evaluation of seasonal and yearly behavior of an Integral abutment bridge. Journal of Bridge Engineering. 12(3):296-305.

Dejong JT, Yafrate N, Degroot DJ. 2011. Evaluation of undrained shear strength using full flow penetrometers. Journal of Geotechnical and Geoenvironmental Engineering. 137(1):14-26.

I

Civjan SA, Bonczar C, Breña SF, Dejong JT, Crovo DS. 2007. Integral abutment bridge behavior: parametric analysis of a Massachusetts bridge. Journal of Bridge Engineering. 12(1):64-71.

R

Degroot DJ, Dejong JT, Yafrate N, Low H.E., Randolph MF. 2010. Recommended practice for full‐flow penetrometer testing and analysis. Geotechnical Testing Journal. 33(2):137-149.