Ahmet Pamuk, Ph.D.
Affiliations: | 2004 | Rensselaer Polytechnic Institute, Troy, NY, United States |
Area:
Civil EngineeringGoogle:
"Ahmet Pamuk"Parents
Sign in to add mentorThomas F. Zimmie | grad student | 2004 | RPI | |
(Physical modeling of retrofitted pile groups including passive site remediation against lateral spreading.) |
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Publications
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Pamuk A, Zimmie T, Adalier K, et al. (2015) Ocean Rise Instability in Coastal Clay Slopes and Possible Countermeasures: A Centrifuge Modeling Study Marine Georesources and Geotechnology. 33: 58-66 |
Pamuk A, Gallagher P, Adalier K. (2014) Soil grouting as seismic liquefaction countermeasure Advanced Materials Research. 1025: 1035-1040 |
Adalier K, Pamuk A. (2013) On the important mechanical properties of rubber-sand Advanced Materials Research. 685: 8-14 |
Gallagher PM, Pamuk A, Abdoun T. (2007) Stabilization of liquefiable soils using colloidal silica grout Journal of Materials in Civil Engineering. 19: 33-40 |
Pamuk A, Gallagher PM, Zimmie TF. (2007) Remediation of piled foundations against lateral spreading by passive site stabilization technique Soil Dynamics and Earthquake Engineering. 27: 864-874 |
Pamuk A, Adalier K. (2007) Alternative remedial techniques for sheet-piled earth embankments Solid Mechanics and Its Applications. 146: 921-930 |
Pamuk A, Kalkan E, Ling HI. (2005) Structural and geotechnical impacts of surface rupture on highway structures during recent earthquakes in Turkey Soil Dynamics and Earthquake Engineering. 25: 581-589 |
Zimmie TF, Pamuk A, Adalier K, et al. (2005) Retrofit-reinforcement of cohesive soil slopes using high strength geotextiles with drainage capability Geotechnical and Geological Engineering. 23: 447-459 |
Adalier K, Pamuk A, Zimmie TF. (2004) Earthquake retrofit of highway/railway embankments by sheet-pile walls Geotechnical and Geological Engineering. 22: 73-88 |
Adalier K, Pamuk A, Zimmie TF. (2003) Seismic retrofit of coastal dikes Proceedings of the International Conference On Offshore Mechanics and Arctic Engineering - Omae. 3: 653-661 |