Mohammed Awad Gabr

Natural Frequency and Foundation Damping of Colocated and Hybrid Systems Sharing Wind Turbine Monopiles under Operational Conditions

International Journal of Geomechanics.

Analysis of Wave-Driven Progressive Buildup of Excess Pore Water Pressure in Sands Supporting Marine Hydrokinetic Devices

Presented at the Offshore Technology Conference.

Development of a Reactive Transport Model for Microbial Induced Calcium Carbonate Precipitation in Unsaturated Conditions

Canadian Geotechnical Journal, 8.

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).

Elucidating factors governing MICP biogeochemical processes at macro-scale: A reactive transport model development

Computers and Geotechnics, 160, 105514.

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

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

Evaluation of wave-induced instability of nearly saturated sandy slopes under partially undrained condition: A case study of landslide in Fraser River delta front

COMPUTERS AND GEOTECHNICS, 159.

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

Computers and Geotechnics, 153, 105093.

Local scour around bridge abutments: Assessment of accuracy and conservatism

JOURNAL OF HYDROLOGY, 619.

Various Bacterial Attachment Functions and Modeling of Biomass Distribution in MICP Implementations

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 149(9).

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, 116217.

Diffusion of benzene and tetrachloroethylene through saturated cement paste

Construction and Building Materials, 329, 127196.

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).

Reactive Transport Modeling of Microbial Induced Calcium Carbonate Precipitation Utilizing Various Configurations of Injection Wells

Presented at the Geo-Congress 2022.

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).

Sensitivity Analyses of Hypoplastic Model Parameters to Simulate the Stress–Strain Behavior of MICP-Treated Sand

Presented at the Geo-Congress 2022.

Synergistic Hybrid Marine Renewable Energy Harvest System

[Preprint].

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

Marine Georesources & Geotechnology, 40(12), 1411–1423.

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, 100549.

Cyclic Response and Instability Analysis of Seabed With Cohesionless Soils Due to Surging Waves

Presented at the ASME 2021 40th International Conference on Ocean, Offshore and Arctic Engineering.

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), 20210013.

Evaluation of Pore Water Pressure Prediction Methods under Rapid Drawdown: Case Study of the Pilarcitos Dam Failure

Presented at the Geo-Extreme 2021.

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, 126177.

Scour Mitigation and Erodibility Improvement Using Microbially Induced Carbonate Precipitation

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

An Approach to Predict Unknown Diameter of Hollow-Bar Micropiles (HBMs) in Sandy Soils Considering Installation Parameters

Presented at the Geo-Congress 2020.

Benzene Migration in Unsaturated Profile with Subsurface Drainage Concrete Pipe

Presented at the Geo-Congress 2020.

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.

Microbially Induced Carbonate Precipitation Process for Soil Improvement Adjacent to Model Pile by Innovative Delivery System

Presented at the Geo-Congress 2020.

Breakthrough of Benzene Soluble Phase in Subsurface Domain with Concrete Utility Pipe

[ASCE Geotechnical Special Publication]. Geo-Congress 2019: Geoenvironmental Engineering and Sustainability, 115–124.

Coupled Analysis of Wave, Structure, and Sloping Seabed Interaction: Response and Instability of Seabed

Presented at the Eighth International Conference on Case Histories in Geotechnical Engineering.

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.

Effects of Load History on Seepage-Induced Deformation and Associated Performance in Terms of Probability of Exceeding Limit States—Case Study of Princeville Levee

Presented at the Eighth International Conference on Case Histories in Geotechnical Engineering.

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.

Erosion Reduction near Spillway Foundations using Bio-Cementation

Proceedings from Dam Safety 2019, Association of State Dam Safety Officials (ASDSO). Presented at the Dam Safety 2019, Orlando, FL.

Factors Affecting the Kinetics of Urea Hydrolysis via Sporoscarcina pasteurii

Geo-Congress 2019. Presented at the Eighth International Conference on Case Histories in Geotechnical Engineering.

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

Géotechnique, 69(8), 727–740.

Model applicability for prediction of residual soil apparent cohesion

Transportation Geotechnics, 19, 44–53.

Quantifying the Influence of Construction Parameters on Hollow-Bar Micropiles Pullout Capacity in Sandy Soil

Presented at the Eighth International Conference on Case Histories in Geotechnical Engineering.

Rapid Drawdown Analysis using the Deformation-based Limit State Approach

Proceedings from Dam Safety 2019, Association of State Dam Safety Officials (ASDSO). Presented at the Dam Safety 2019.

Scheme for Field Implementation of Microbially Induced Carbonate Precipitation adjacent to Pile Foundation System

ASCE Geotechnical Special Publication, 309, 280–288.

A Simplified Direct Shear Testing Procedure to Evaluate Unsaturated Shear Strength

Geotechnical Testing Journal, 41(2), 20150161.

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).

Debonding of Microbially Induced Carbonate Precipitation-Stabilized Sand under Axial Compression and Impinging Jet

2018 World Congress on Advances in Civil, Environmental, and Material Research. Presented at the 2018 World Congress on Advances in Civil, Environmental, and Material Research, Seoul, Korea.

Deformation-based versus Limit Equilibrium Analyses to Assess the Effect of Repeated Rise and Fall of Water Level on the Stability of Princeville Levee

Proceedings from Dam Safety 2018, Association of State Dam Safety Officials (ASDSO). Presented at the Dam Safety 2018, Association of State Dam Safety Officials (ASDSO), Seattle, WA.

Effect of Microbial Induced Calcium Carbonate Precipitation on Compressibility and Hydraulic Conductivity of Fly Ash

IFCEE 2018, (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

Performance Limit States of Reinforced Concrete-Filled Steel Tube Drilled Shafts

Eleventh U.S. National Conference on Earthquake Engineering Integrating Science, Engineering & Policy. Presented at the Eleventh U.S. National Conference on Earthquake Engineering Integrating Science, Engineering & Policy, Los Angeles, California.

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.

Soil behavior and mineral composition of bio-cemented sands in the presence of calcium and magnesium ions

Proceedings: B2G. Presented at the B2G, Atlanta, GA.

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.

Assessment of Subgrade Soils Stabilization Criteria

International Conference on Highway Pavements & Airfield Technology. Presented at the International Conference on Highway Pavements & Airfield Technology, Philadelphia, PA.

Deformation Monitoring for the Assessment of Sacramento Delta Levee Performance

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

Effect of Bio-Cementation on Performance of Coal Ash Ponds

Proceedings from Dam Safety 2017, Association of State Dam Safety Officials (ASDSO). Presented at the Dam Safety 2017, Association of State Dam Safety Officials (ASDSO), San Antonio, Texas.

Effect of Microbial Induced Calcite Precipitation on Compressibility and Hydraulic Conductivity of Coal Fly Ash

Dam Safety 2017. Presented at the Dam Safety 2017, San Antonio, Texas.

Effect of the Keying Angle on the Pullout Capacity of Suction Embedded Plate Anchor (SEPLA) in Clay

ISOPE-I-17-089, The International Society of Offshore and Polar Engineers. Presented at the ISOPE-I-17-089, The International Society of Offshore and Polar Engineers, San Francisco, California.

Mechanical Behavior of Sands Treated by Microbially Induced Calcite Precipitation at Low Confining Stress

19th International Conference on Soil Mechanics and Geotechnical Engineering. Presented at the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul, South Korea.

Monitoring and Modeling of Peat Decomposition in Sacramento Delta Levees

Presented at the Geotechnical Frontiers 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.

Use of remote-sensing deformation monitoring for the assessment of levee section performance limit state

Proceeding of the 19th International conference on soil mechanics and geotechnical engineering. Presented at the 19th International conference on soil mechanics and geotechnical engineering, Seoul, Korea.

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.

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

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

Highway Retaining Walls are Assets: A Risk-Based Approach for Managing Them

GEOSTRATA Magazine, 20(2), 66–72.

Proposed Anchoring Systems for Gulf Stream (Gs) Renewable Energy Devices Accounting for Potential of GS Meandering

3rd Marine Energy Technical Symposium, National Hydropower Association. Presented at the 3rd Marine Energy Technical Symposium, National Hydropower Association, Washington, DC.

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.

Configuration and Anchoring of Offshore Compressed Air Energy Storage (OCAES) System

14th International Conference on Structural & Geotechnical Engineering (ICSGE14). Presented at the 14th International Conference on Structural & Geotechnical Engineering (ICSGE14), Cairo.

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

International Journal of Geomechanics, 15(5).

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.

Characterization of Structural Response of Two OCAES Vessel Configurations under Operational Loading

5th International Conference on Ocean Energy (ICOE). Presented at the 5th International Conference on Ocean Energy (ICOE), Halifax, Nova Scotia.

Degraded secant modulus for permanent deformation of soils

International Journal of Pavement Engineering, 16(6), 549–558.

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), 20120206.

Preliminary Structural Design of OCAES Vessel

Volume 9B: Ocean Renewable Energy.

Scour Zone Characterization by Deep Impinging Jet

Volume 8B: Ocean Engineering.

An Insertion Rate Model for Pile Installation in Sand by Jetting

Geotechnical Testing Journal, 37(1), 20120191.

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

Geotechnical Testing Journal, 36(2), 20120046.

Assessment of Scour Potential of Silty Sand Using ISEEP

Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering. Presented at the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, France.

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

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

Geotechnical Aspects of OCAES Vessel and Anchoring System

GEOSTRATA, American Society of Civil Engineering (ASCE), 19(3).

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.

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.

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

Geotechnical and Geological Engineering, 31(1), 103–118.

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.

Sample Preparation Techniques for Filtration Testing of Fly Ash with Nonwoven Geotextiles

In Sampling Environmental Media (pp. 376–376-13).

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

WASTE MANAGEMENT, 29(9), 2417–2424.