Mohammed Awad Gabr

Efficacy of Permeable Reactive Barriers in Mitigating Tetrachloroethene Ingress into Highway Drainage Concrete Pipe in Saturated Media

JOURNAL OF PIPELINE SYSTEMS ENGINEERING AND PRACTICE, 14(2).

Estimating live-bed local scour around bridge piers in cohesionless sediments: applicability and bias of selected models

CANADIAN GEOTECHNICAL JOURNAL, 60(4), 471–487.

Framework for a reliability-based analysis of local scour and its effect on pile response in clay

COMPUTERS AND GEOTECHNICS, 153.

Local scour around bridge abutments: Assessment of accuracy and conservatism

JOURNAL OF HYDROLOGY, 619.

A new monitoring approach for sustainability assessment of subsurface utilities gasket materials against gasoline and chlorinated solvents: Field evaluation and model development

JOURNAL OF ENVIRONMENTAL MANAGEMENT, 323.

Diffusion of benzene and tetrachloroethylene through saturated cement paste

CONSTRUCTION AND BUILDING MATERIALS, 329.

Framework for the Development of Strain-Based Ultimate Performance Limit State Criterion for the Stability of Earthen Embankments

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 148(4).

Response and Instability of Sloping Seabed Supporting Small Marine Structures: Wave - Structure-Soil Interaction Analysis

JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME, 144(3).

Analysis of wave-induced submarine landslides in nearly saturated sediments at intermediate water depths

Rafiei, A., Rahman, M. S., Gabr, M. A., & Ghayoomi, M. (2021, November 9). MARINE GEORESOURCES & GEOTECHNOLOGY, Vol. 11.

Assessment of Mitigation Measures against Benzene Breakthrough into Subsurface Concrete Pipe

JOURNAL OF PIPELINE SYSTEMS ENGINEERING AND PRACTICE, 12(1).

Bridge Pier Scour: An overview of factors affecting the phenomenon and comparative evaluation of selected models

TRANSPORTATION GEOTECHNICS, 28.

Distribution and Properties of Microbially Induced Carbonate Precipitation in Underwater Sand Bed

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 147(10).

Effects of MgSO4 on Calcium-Silicate-Hydrate

ADVANCES IN CIVIL ENGINEERING MATERIALS, 10(1), 440–452.

Factors Affecting Multiphase Benzene Breakthrough into Drainage Concrete Pipe in the Unsaturated Subsurface Profile

JOURNAL OF PIPELINE SYSTEMS ENGINEERING AND PRACTICE, 12(3).

Quantifying probability of deceedance estimates of clear water local scour around bridge piers

JOURNAL OF HYDROLOGY, 597.

Scour Mitigation and Erodibility Improvement Using Microbially Induced Carbonate Precipitation

GEOTECHNICAL TESTING JOURNAL, 44(5), 1467–1483.

Degradation Model for the Tensile Strength of PVC and Rubber Gasket Materials Exposed to Benzene and PCE-Saturated Aqueous Solutions

TRANSPORTATION RESEARCH RECORD, 2674(2), 274–283.

Effect of repeated rise and fall of water level on seepage-induced deformation and related stability analysis of Princeville levee

ENGINEERING GEOLOGY, 266.

Coupled analysis for response and instability of sloping seabed under wave action

Applied Ocean Research, 88, 99–110.

Debonding of microbially induced carbonate precipitation-stabilized sand by shearing and erosion

GEOMECHANICS AND ENGINEERING, 17(5), 429–438.

Enhancement of Coal Ash Compressibility Parameters Using Microbial-Induced Carbonate Precipitation

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 145(5).

Enhancement of Coal Ash Compressibility Parameters Using Microbial-Induced Carbonate Precipitation

Journal of Geotechnical and Geoenvironmental Engineering, 145(5), 04019018.

Farewell

Journal of Geotechnical and Geoenvironmental Engineering.

Investigating challenges of in situ delivery of microbial-induced calcium carbonate precipitation (MICP) in fine-grain sands and silty sand

Canadian Geotechnical Journal, 56(12), 1889–1900.

Microbial induced calcium carbonate precipitation in coal ash

GEOTECHNIQUE, 69(8), 727–740.

Model applicability for prediction of residual soil apparent cohesion

TRANSPORTATION GEOTECHNICS, 19, 44–53.

Assessment of Scour Potential under Wave Action Using ISEEP

Innovations in Geotechnical Engineering. Presented at the IFCEE 2018.

Closure to "Comparison of Three Retaining Wall Condition Assessment Rating Systems" by Mohammed A. Gabr, William Rasdorf, Daniel J. Findley, Cedrick J. Butler, and Steven A. Bert

Gabr, M. A., Rasdorf, W., Findley, D. J., Butler, C. J., & Bert, S. A. (2018, December). JOURNAL OF INFRASTRUCTURE SYSTEMS, Vol. 24.

Comparison of Three Retaining Wall Condition Assessment Rating Systems

JOURNAL OF INFRASTRUCTURE SYSTEMS, 24(1).

Correlation of dynamic cone penetrometer index to proof roller test to assess subgrade soils stabilization criterion

INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 12(3), 284–292.

Effect of microbial induced calcium carbonate precipitation on compressibility and hydraulic conductivity of fly ash

Ifcee 2018: innovations in ground improvement for soils, pavements, and subgrades, (296), 69–79.

Effect of seawater on the mechanical properties of cement grout used for formation of micropiles in marine applications

Ifcee 2018: innovations in ground improvement for soils, pavements, and subgrades, (296), 394–403.

Erodibility of microbial induced carbonate precipitation-stabilized sand under submerged impinging jet

Ifcee 2018: innovations in ground improvement for soils, pavements, and subgrades, (296), 19–28.

Resilient modulus prediction of soft low-plasticity Piedmont residual soil using dynamic cone penetrometer

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 10(2), 323–332.

Seismic performance of reinforced concrete filled steel tube drilled shafts with inground plastic hinges

Engineering Structures, 165, 106–119.

Treating Coal Ash with Microbial-Induced Calcium Carbonate Precipitation

Journal of Geotechnical and Geoenvironmental Engineering, 144(11), 02818003.

2016: A Year in Review

Gabr, M. (2017, May). JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, Vol. 143.

Approach for Estimating Effective Friction Angle from Cone Penetration Test in Unsaturated Residual Soils

Journal of Geotechnical and Geoenvironmental Engineering, 143(11), 04017087.

Deformation Monitoring for the Assessment of Sacramento Delta Levee Performance

Geo-Risk 2017. Presented at the Geo-Risk 2017.

Optimum location of geogrid reinforcement in unpaved road

CANADIAN GEOTECHNICAL JOURNAL, 54(7), 1047–1054.

Subgrade resilient modulus prediction using light-weight deflectometer data

CANADIAN GEOTECHNICAL JOURNAL, 54(3), 304–312.

Framework for Defining Asset Features to Monitor and Assess Earth-Retaining Structures

TRANSPORTATION RESEARCH RECORD, 2579(2579), 8–16.

Retaining Wall Field Condition Inspection, Rating Analysis, and Condition Assessment

JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 30(3).

Uplift Capacity of Plate Anchors in Saturated Clays: Analyses with Different Constitutive Models

INTERNATIONAL JOURNAL OF GEOMECHANICS, 16(2).

Year in Review

J. Geotech. Geoenviron. Eng., 142(5), 01616001.

Assessment of remedial measures to reduce exceedance probability of performance limit states in embankment dams

Computers and Geotechnics, 67, 213–222.

Deformation-Based Limit State Analysis of Embankment Dams Including Geometry and Water Level Effects

INTERNATIONAL JOURNAL OF GEOMECHANICS, 15(5).

Degraded secant modulus for permanent deformation of soils

INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 16(6), 549–558.

Experimental Evaluation of Recycled Aggregate Porous Concrete Piles for Soft Ground Improvement

Marine Georesources & Geotechnology, 34(8), 712–720.

Plastic Flow of Sand and Pullout Capacity of Suction Caissons

Journal of Geotechnical and Geoenvironmental Engineering, 141(8), 02815002.

SS Marine Renewable Energy – Ocean Current Turbine Mooring Considerations

Offshore Technology Conference.

Untitled

Gabr, M. (2015, August). JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, Vol. 141.

An Insertion Rate Model for Pile Installation in Sand by Jetting

GEOTECHNICAL TESTING JOURNAL, 37(1).

Effects of Woody Vegetation on Seepage-Induced Deformation and Related Limit State Analysis of Levees

INTERNATIONAL JOURNAL OF GEOMECHANICS, 14(2), 302–312.

Evaluation of plate anchors capacity in saturated soils using different constitutive models

33rd International Conference on Ocean, Offshore and Arctic Engineering, 2014, vol 3.

Network Level Data Collection for Asset Management of Bridge Approach Slabs

Geo-Congress 2014 Technical Papers, 234, 3383–3392.

Numerical studies on the effect of temperature on the unsaturated hydraulic response of geotextiles

Computers and Geotechnics, 59, 161–170.

Performance Assessment of Geosynthetics and Cement as Subgrade Stabilization Measures

GEOTECHNICAL TESTING JOURNAL, 37(3).

Preliminary Structural Design of OCAES Vessel

Volume 9B: Ocean Renewable Energy.

Scour Zone Characterization by Deep Impinging Jet

Volume 8B: Ocean Engineering.

Assessment of In Situ Scour Profile in Sand Using a Jet Probe

GEOTECHNICAL TESTING JOURNAL, 36(2), 264–274.

Assessment of Scour on Bridge Foundations by Means of In Situ Erosion Evaluation Probe

TRANSPORTATION RESEARCH RECORD, 2335(2335), 72–78.

Modeling Effect of Geocomposite Drainage Layers on Moisture Distribution and Plastic Deformation of Road Sections

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 139(9), 1407–1418.

Multiphase Extraction of Light Non-aqueous Phase Liquid (LNAPL) Using Prefabricated Vertical Wells

GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 31(1), 103–118.

Performance-Cost Analysis of Stabilized Undercut Subgrades

JOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT-ASCE, 139(2), 121–127.

Configuration Optimization of Drilled Shafts Supporting Bridge Structures: Three Case Studies

Practice Periodical on Structural Design and Construction, 17(3), 93–101.

Optimized prefabricated vertical wells (PVWs) for LNAPL recovery

Canadian Geotechnical Journal, 49(12), 1343–1443.

Optimized prefabricated vertical wells for light nonaqueous phase liquid recovery

CANADIAN GEOTECHNICAL JOURNAL, 49(12), 1434–1443.

Subgrade Undercut Criteria Based on Modeling of Rutting and Pumping Response

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 138(10), 1175–1184.

Deformation-Based Limit States for Earth Embankments

Geo-Frontiers 2011, 211, 3639–3648.

External Stability of Geotubes Subjected to Wave Loading

Georisk 2011, 224, 1044–1054.

Geotextile Drains in Road Sections Subjected to Unsaturated Conditions

Geo-Frontiers 2011, 211, 1862–1871.

In Situ Assessment of Scour Potential with Depth Using Jetting Approach

Geo-Frontiers 2011, 211, 1483–1492.

Laboratory testing and microanalysis of colloidal mobilization from a glacial till

CANADIAN GEOTECHNICAL JOURNAL, 48(7), 1116–1124.

Sensors, Monitoring, and Health Assessment in the Undergraduate Curriculum

Geo-Frontiers 2011, 211, 1763–1773.

Simplified Lateral Analysis of Deep Foundation Supported Bridge Bents: Driven Pile Case Studies

JOURNAL OF BRIDGE ENGINEERING, 16(4), 558–569.

Discussion of "p-y Criterion for Rock Mass" by Robert Liang, Ke Yang, and Jamal Nusairat

Park, Y. J., Gabr, M. A., & Borden, R. H. (2010, January). JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, Vol. 136, pp. 272–274.

Experimental Evaluation of Strength Characteristics of Stabilized Dredged Soil

JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 22(5), 539–544.

In Situ Measurement of the Scour Potential of Non-Cohesive Sediments (ISEP)

Scour and Erosion, 211, 115–125.

Laboratory Performance Comparison of Stabilized Undercut Subgrade Under Cyclic Loading

Geotechnical Testing Journal, 33(6), 102935.

Evaluation of Rotational Stiffness of Elastomeric Bearing Pad-Anchor Bolt Connections on Deep Foundation Bents

JOURNAL OF BRIDGE ENGINEERING, 14(6), 487–495.

Inverse Analysis of Plate Load Tests to Assess Subgrade Resilient Modulus

TRANSPORTATION RESEARCH RECORD, 2101(2101), 110–117.

The effect of shredding and test apparatus size on compressibility and strength parameters of degraded municipal solid waste

WASTE MANAGEMENT, 29(9), 2417–2424.

Deformation of MSW Bioreactor Landfills: Properties and Analysis Approach

GeoCongress 2008, 177, 216–223.

Performance modeling and optimization of contaminant extraction using prefabricated vertical wells (PVWs)

GEOSYNTHETICS INTERNATIONAL, 15(3), 205–215.

Sustainability In coastal construction: Characterization and ecological impact of jetting-induced disturbance zones

New Horizons in Geotechnical and Geoenvironmental Engineering, Tanta University, Egypt, September 2008.

A Point of Fixity Model for Pile and Shaft Bents

Contemporary Issues In Deep Foundations, 158.

Erratum for “Shear Strength Parameters of Municipal Solid Waste with Leachate Recirculation” by M. A. Gabr, M. S. Hossain, and M. A. Barlaz

Journal of Geotechnical and Geoenvironmental Engineering, 133(9), 1181–1181.

Field P-y curves in weathered rock

CANADIAN GEOTECHNICAL JOURNAL, 44(7), 753–764.

Laboratory Characterization of Jetting-Induced Disturbance Zones

Soil Improvement, 172.

Limit Equilibrium and Deformation Analyses of a Geogrid-Reinforced Embankment

Geosynthetics in Reinforcement and Hydraulic Applications, 165.

Moment transfer in bearing supported Bridges

2007 PCI-FHWA National Bridge Conference, AZ, October 2007.

Shear Strength Parameters of Municipal Solid Waste with Leachate Recirculation

Journal of Geotechnical and Geoenvironmental Engineering, 133(4), 478–484.

Characterization of jetting-induced disturbance zones

3rd Annual GEO3 T2 conference & expo 2006, Charlotte, April, 2006. Raleigh, NC: NC Department of Transportation.

Deformation-Resistance Model for Geogrid-Reinforced Unpaved Road

Transportation Research Record: Journal of the Transportation Research Board, 1975, 146–154.

Field Study to Investigate WIDE Technology for TCE Extraction

Journal of Geotechnical and Geoenvironmental Engineering, 132(9), 1111–1120.

Shear strength of degraded reconstituted municipal solid waste

Geotechnical Testing Journal, 29(2), 141–148.

Advances in reinforcements for embankments and shallow foundation on soft soils

ASCE Geotechnical Special Publication, 141.

Geosynthetic Reinforcement for Soft Foundations: US Perspectives

International Perspectives on Soil Reinforcement Applications.

Liquid extraction through prefabricated vertical well under vacuum in clay

ASTM Geotechnical Testing Journal, 28(4), 328–335.

Liquid extraction using prefabricated vertical wells (PVWs) under vacuum in clay

GEOTECHNICAL TESTING JOURNAL, 28(4), 328–335.

Numerical analysis of stress-deformation response in reinforced unpaved road sections

Geosynthetics International, 12(2), 111–119.

Numerical analysis of stress–deformation response in reinforced unpaved road sections

Geosynthetics International, 12(2), 111–119.

Prediction of Municipal Solid Waste Landfill Settlement with Leachate Recirculation

Waste Containment and Remediation, 142, 3837–3850.

Prefabricated vertical wells for enhanced in situ remediation

Geosynthetics Research and Development in Progress (GRI-18) : Geo-Frontiers 2005.

Reliability based calibration of resistance factors for axial capacity of driven piles

ASCE Geotechnical Special Publication, 132, 735–746.

Temperature Effect on Desorption Kinetics of Benzene on Various Soils

Waste Containment and Remediation, 142, 3649–3659.

WIDE Application for Subsurface Hydraulic Head Control

Waste Containment and Remediation, 142, 3725–3736.

Alternatives in the implementation of internet-enabled laboratory experiments in undergraduate civil engineering courses

ASEE 2004 annual conference & exposition$h[electronic resource] :June 20-23, 2004, Salt Lake City, Utah : Engineering education reaches new heights : conference proceedings. Washington, D.C.: American Soceity for Engineering Education.

A well injection depth extraction (WIDE) field demonstration

In H. H. E. P. J. Culligan & A. J. Whittle (Eds.), Soil and Rock America 2003 :12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering. Essen: Verlag Glu?ckauf GMBH.

Effect of decomposition and stress on creep compression index of municipal solid waste in bioreactor landfills

In H. H. E. P. J. Culligan & A. J. Whittle (Eds.), Soil and Rock America 2003 :12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering. Essen: Verlag Glu?ckauf GMBH.

Extraction of JP-4 using well injection depth extraction (WIDE): Field demonstration

In H. H. E. P. J. Culligan & A. J. Whittle (Eds.), Soil and Rock America 2003 :12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering. Essen: Verlag Glu?ckauf GMBH.

Relationship of Compressibility Parameters to Municipal Solid Waste Decomposition

Journal of Geotechnical and Geoenvironmental Engineering, 129(12), 1151–1158.

Characteristics of geogrid-reinforced aggregate under cyclic load

In Geology and properties of earth materials, 2002 (Vol. 1786, pp. 29–35).

Critical evaluation of factors required to terminate the postclosure monitoring period at solid waste landfills

ENVIRONMENTAL SCIENCE & TECHNOLOGY, 36(16), 3457–3464.

Effect of flow-modifiers on permeation behavior of fly ash with a nonwoven geotextile

37th Engineering Geology and Geotechnical Engineering Symposium, Soil Properties, Boise, Idaho, March 2002. Pocatello, Idaho : College of Engineering, Idaho State University.

Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Earth Platforms over Soft Soil

Journal of Geotechnical and Geoenvironmental Engineering, 128(1), 44–53.

A Potential Model for Compaction Evaluation of Piedmont Soils Using Dynamic Cone Penetrometer (DCP)

Geotechnical Testing Journal, 24(3), 308.

A model for interface shear strength of nonwoven geotextile

Geosynthetics Conference 2001 :economics, performance and constructibility advantages of geosynthetics, February 12-14, 2001, Portland, Oregon, USA : conference proceedings. Roseville, MN : Industrial Fabrics Association International.

A well injection depth extraction (WIDE) soil flushing for DNAPL and uranium remediation

Waste Management 2001, Tucson, AZ, April 2001.

Adsorption and Desorption Capacity of Trichloroethylene on Glacial Till with High-Percent Fines

Transportation Research Record: Journal of the Transportation Research Board, 1755(1755), 141–148.

Closing gaps in the regulation of MSW landfills: Defining the end of the post-closure monitoring period and the future stability of leachate recirculation landfills

Waste Tech 2001 : February 11 - 14, 2001, Hyatt Islandia, San Diego, CA.

Compaction control of piedmont soils using dynamic cone penetrometer

ASTM Geotechnical Testing Journal, 24(3), 308–313.

Laterally Loaded Drilled Shafts Embedded in Soft Rock

Transportation Research Record: Journal of the Transportation Research Board, 1772(1772), 3–11.

Long-term filtration of nonwoven geotextile with fly ash: Post-testing evaluation

36th Engineering Geology and Geotechnical Engineering Symposium, Las Vegas, Nevada March 2001, 130–1402.

Stability of clay suspensions in the presence of surfactant, electrolyte, and DNAPL

Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering :Istanbul, 27-31 August 2001. Exton, PA : Balkema.

Compaction Moisture Effect on Geomembrane/Clay Interface Shear Strength

Advances in Transportation and Geoenvironmental Systems Using Geosynthetics, 103, 39–53.

Controlled low-strength material using fly ash and AMD sludge

JOURNAL OF HAZARDOUS MATERIALS, 76(2-3), 251–263.

DCP Criteria for Performance Evaluation of Pavement Layers

Journal of Performance of Constructed Facilities, 14(4), 141–148.

Dynamic cone penetrometer criteria for evaluation of aggregate base courses

Journal of Performance of Constructed Facilities, 14(4), 324–349.

Elastic modulus of geogrid-reinforced sand using plate load tests

Geotechnical Testing Journal, 23(2), 245–250.

Enhanced Subsurface Flushing of Mixed Waste: A Field Study

Environmental Geotechnics, 105, 132–141.

Prefabricated Vertical Drains Flow Resistance under Vacuum Conditions

Journal of Geotechnical and Geoenvironmental Engineering, 126(1), 81–84.

Properties of controlled low strength material (CLSM) consisting of fly ash and AMD sludge

Journal of Hazardous Materials, 76(2-3), 251–263.

Waste settlement in bioreactor landfills

Geotechnical News, 18(2), 50–55.

BTEX Extraction from Clay Soil Using Prefabricated Vertical Drains

Journal of Geotechnical and Geoenvironmental Engineering, 125(7), 615–618.

Characteristics of urethane-grouted sand for in situ seepage control

ASCE Geotechnical Special Publication, 90.

Discussion of “Representation of Compacted Clay Minifabric Using Random Networks” by J. Chen and M. A. Gabr

Journal of Geotechnical and Geoenvironmental Engineering, 125(4), 336–337.

Flushing of ethylbenzene?contaminated clay using Tergitol

Environmental engineering, 1999 :proceedings of ASCE-CSCE National Conference on Environmental Engineering : July 25-28, 1999, Norfolk, Virginia. Reston, Va. : American Society of Civil Engineers.

Representation of Compacted Clay Minifabric Using Random Networks

Journal of Geotechnical and Geoenvironmental Engineering, 125(4), 335–337.

Well injection depth extraction (WIDE) for subsurface mixed waste flushing

Proceedings of the environmental industry partnerships conferences. Morgantown, WV: National Energy Technology Laboratory.

A study of stress distribution in geogrid reinforced sand

ASCE Geotechnical Special Publication, 76, 62–76.

Field versus laboratory filtration performance of a nonwoven geotextile with fly ash

Geotextiles and Geomembranes, 16(4), 247–255.

Kinetics of naphthalene flushing from sand/kaolinite soil using SDS surfactant

Canadian Geotechnical Journal, 35(6), 976–985.

Soil clogging during surfactant-enhanced flushing of naphthalene-contaminated sand-kaolinite

Canadian Geotechnical Journal, 35(6), 976–985.

Soil clogging during surfactant-enhanced flushing of naphthalene-contaminated sand-kaolinite

Revue Canadienne De Géotechnique, 35(6), 976–985.

Buckling of Piles with General Power Distribution of Lateral Subgrade Reaction

Journal of Geotechnical and Geoenvironmental Engineering, 123(2), 123–130.

Characteristics and performance of prefabricated vertical drains for enhanced soil flushing

In Pavements and structures monitoring, pavement instrumentation, and drainage systems evaluation (Vol. 1596, pp. 93–100).

Filtration of Fly Ash Using Nonwoven Geotextiles: Effect of Sample Preparation Technique and Testing Method

Geotechnical Testing Journal, 20(3), GTJ19970001.