The University of Massachusetts Amherst
University of Massachusetts Amherst

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Journal Article
Hau K.W., McDowell G.R., Zhang G, Brown S.F..  2005.  The application of a three-surface kinematic hardening model to repeated loading of thinly surfaced pavements. Granular Matter. 7:145-156.
Mulligan K, Brown C, Yang Y-CEthan, Ahlfeld D. P..  2014.  Assessing groundwater policy with coupled economic-groundwater hydrologic modeling. Water Resources Research. 50(3):2257–2275.
Palmer RN, Mar BW.  1989.  Automation of Civil Engineers: Some Observations. Journal of Management in Engineering. 5(3):286-300.
Hurwitz DS, Pradhan AK, Fisher DL, Knodler J.Michael A, Muttart J, Menon, iv R, Meissner U.  2010.  Backing collisions: a study of drivers' eye and backing behaviour using combined rear-view camera and sensor systems. Injury Prevention. 16(2):79-84.
Hurwitz DS, Pradhan AK, Fisher DL, Knodler J.Michael A, Muttart J, Menon, iv R, Meissner U.  2010.  Backing collisions: a study of drivers' eye and backing behaviour using combined rear-view camera and sensor systems. Injury Prevention. 16(2):79-84.
Hurwitz DS, Pradhan AK, Fisher DL, Knodler J.Michael A, Muttart J, Menon, iv R, Meissner U.  2010.  Backing collisions: a study of drivers' eye and backing behaviour using combined rear-view camera and sensor systems. Injury Prevention. 16(2):79-84.
McKeever R, Sheppard D, Nüsslein K, Baek K-H, Rieber K, Ergas SJ, Forbes R, Hilyard M, Park C.  2012.  Biodegradation of ethylene dibromide (1,2-dibromoethane [EDB]) in microcosms simulating in situ and biostimulated conditions. Journal of Hazardous Materials. 209-210:92-98.
Baek K-H, Wang M, McKeever R, Rieber K, Park C, Nüsslein K.  2013.  Biodegradation of low concentrations of 1,2-dibromoethane in groundwater is enhanced by phenol. Applied Microbiology and Biotechnology. 98(3):1329-1338.
Ahlfeld D. P., Joaquín A, Tobiason JE, Mas DML.  2003.  Case Study: Impact of Reservoir Stratification on Interflow Travel Time. Journal of Hydraulic Engineering. 129(12):966-975.
Ostendorf DW, Peeling DC, Mitchell TJ, Pollock SJ.  2001.  Chloride persistence in a deiced access road drainage system. Journal of Environmental Quality. 30(5):1756-1770.
Reckhow DA, Singer PC, Malcolm RL.  1990.  Chlorination of humic materials: byproduct formation and chemical interpretations. Environmental Science & Technology. 24(11):1655–1664.
Garvey E, Tobiason JE, Hayes M, Wolfram E, Reckhow DA, Male JW.  1998.  Coliform transport in a pristine reservoir: Modeling and field studies. Water Science & Technology. 37(2):137-144.
Liu Z, Liu F, Ma F, Wang M, Bai X, Zheng Y, Yin H, Zhang G.  2016.  Collapsibility, composition, and microstructure of loess in China. Canadian Geotechnical Journal. 53(4):673-686.
Ahlfeld D. P., Mulvey J.M, Pinder G.F.  1987.  Combining physical containment with optimal withdrawal for contaminated groundwater remediation. Advances in Water Resources. 10(4):200-204.
Manwell J, McGowan J, Breña SF, Verma P.  2014.  A comparative study of a three rotor and a single rotor 5MW wind turbine based on economic and structural considerations. Wind Engineering. 38(6):643-656.
Manwell J, McGowan J, Breña SF, Verma P.  2014.  A comparative study of a three rotor and a single rotor 5MW wind turbine based on economic and structural considerations. Wind Engineering. 38(6):643-656.
Mas DML, Ahlfeld D. P..  2007.  Comparing artificial neural networks and regression models for predicting faecal coliform concentrations. Hydrological Sciences Journal. 52(4):713-731.
Mitchell T.J., Degroot DJ, Lutenegger AJ, Ernst H., McGrath V..  1999.  Comparison of CPTU and laboratory soil parameters for bridge foundation design on fine grained soils: A case study in Massachusetts. Transportation Research Record: Transportation Research Board. 1675:24-31.
Mitchell T.J., Degroot DJ, Lutenegger AJ, Ernst H., McGrath V..  1999.  Comparison of CPTU and laboratory soil parameters for bridge foundation design on fine grained soils: A case study in Massachusetts. Transportation Research Record: Transportation Research Board. 1675:24-31.
Yang C, Morgul EFaruk, Gonzales EJ, Ozbay K.  2014.  Comparison of mode cost by time of day for nondriving airport trips to and from New York City’s Pennsylvania Station. Transportation Research Record: Journal of the Transportation Research Board. (2449):34-44.
Moradi M, Arwade SR, Schafer BW.  2013.  Computational evaluation of limit states of thin-walled channels made from steel foam. Thin-Walled Structures. 62:206-214.
Ahlfeld D. P., Mulvey J.M, Pinder G.F, Wood P.F.  1988.  Contaminated groundwater remediation design using simulation, optimization, and sensitivity theory: 1. Model development. Water Resources Research. 24(3):431–441.
Mar BW, Horner R.R., Richey J.S., Palmer RN, Lettenmaier DP.  1987.  Data acquisition. Cost-effective methods for obtaining data on water quality. Environmental Science and Technology. 20(6):545-551.
Alemu ET, Polebitski AS, Palmer RN, Meaker BA.  2011.  Decision support system for optimizing reservoir operations using ensemble streamflow predictions. Journal of Water Resources Planning and Management. 137(1):72-82.
Ikuma K, Madden AS, Decho AW, Lau BLT.  2014.  Deposition of nanoparticles onto polysaccharide coated surfaces: implications for nanoparticle–biofilm interactions. Environmental Science: Nano. (1):117-122.
Smith BH, Arwade SR, Schafer BW, Moen CDennis.  2016.  Design component and system reliability in a low-rise cold formed steel framed commercial building. Engineering Structures.
Ahlfeld D. P., Mulvey J.M, Pinder G.F.  1986.  Designing optimal strategies for contaminated groundwater remediation. Advances in Water Resources. 9(2):77-84.
Civjan SA, Mitchell MJ, Fortin D, Mann R.  2011.  Deterioration of terrazzo. Journal of Architectural Engineering. 17(2):51-58.
Civjan SA, Mitchell MJ, Fortin D, Mann R.  2011.  Deterioration of terrazzo. Journal of Architectural Engineering. 17(2):51-58.
Mahdavi M., Clouston PL, Arwade SR.  2011.  Development of laminated bamboo lumber: A review of processing, performance and economical considerations. Journal of Materials in Civil Engineering. 23(7):1036-1042.

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