# positions[].organizations[].parent[].label
Texas A&M Engineering Experiment Station (TEES)

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
3709 Physical Geography And Environmental Geoscience

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
3509 Transportation, Logistics And Supply Chains

# keywords[]
35 Commerce, Management, Tourism And Services

# keywords[]
Mechanically Stabilized Earth (mse) Wall

# keywords[]
Aashto Load And Resistance Factor Design (lfrd)

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# educationAndTraining[].organization.label
University of Ottawa - (Ottawa, Ontario, Canada)

# awardsAndHonors[].label
G.G. Meyerhof Foundation Engineering Award

# awardsAndHonors[].label
Martin S Kapp Foundation Engineering Award

# awardsAndHonors[].label
TEES Fellow Award for Significant Contributions in Engineering Research

# awardsAndHonors[].label
TEES Fellow Award for Significant Contributions in Engineering Research

# awardsAndHonors[].label
Chair in the Technical Committee on Scour of Foundations

# awardsAndHonors[].label
President of the Federation of International Geoengineering Societies

# awardsAndHonors[].label
Member of the Board of Governors of the Geo-Institute

# awardsAndHonors[].label
Walter L Huber Civil Engineering Research Prize

# awardsAndHonors[].label
Chair in the international committee on Ã¢â‚¬Å“Geotechnics of Soil Erosion Ã¢â‚¬Å“

# publications[].label
Case Histories in Soil and Rock Erosion: Woodrow Wilson Bridge, Brazos River Meander, Normandy Cliffs, and New Orleans Levees

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Normandy cliff stability: Analysis and repair

# publications[].label
The Wak Test to Check the Increase in Soil Stiffness Due to Dynamic Compaction

# publications[].label
Power Law Model to Predict Creep Movement and Creep Failure

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
So far away, so close to home: TTI helps preserve WWII Memorial site

# publications[].label
RESIDUAL DRIVING STRESSES AND VERTICALLY LOADED PILES IN COHESIONLESS SOILS.

# publications[].label
PRESSUREMETER AND SHALLOW FOUNDATIONS ON SAND.

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Comparison of Beam Depths for Stiffened Slabs on Shrink-Swell Soils Using WRI, PTI 2004 and AS 2870

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Loading Rate Method for Pile Response in Clay

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
National Geotechnical Experimentation Sites at Texas A&M University: Clay and sand

# publications[].label
LATWAK: Impact Test to Obtain Pile Lateral Static Stiffness

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Full Scale Crash Test of a 36-Ton Truck against a Barrier on Top of an MSE Wall

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Measuring the Erodibility of Cohesive Soils

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Welcome to the 18thinternational conference on soil mechanics and geotechnical engineering

# publications[].label
Probability of scour depth exceedance owing to hydrologic uncertainty

# publications[].label
Improved Soil Characterization For Pipe Piles In Sand In Api Rp-2A

# publications[].label
Erodibility of soil above the groundwater level: some test results

# publications[].label
Investigation into the Effect of Enzymes on the Erodibility of a Low-Plasticity Silt and a Silty Sand by EFA Testing

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Stiffened Slab-On-Grade on Shrink-Swell Soil: New Design Method

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Behavior of railroads on shrink-swell soils

# publications[].label
The Effect of Abutment Length for Abutment Scour in Cohesive Soil: Initial Results

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Statistical, Risk, and Reliability Analyses of Bridge Scour

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Erosion Tests on Samples from the New Orleans Levees

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Electrical resistivity imaging of unknown bridge foundations

# publications[].label
Coupled water content method for shrink and swell predictions

# publications[].label
Electrical Resistivity and Induced Polarization Imaging for Unknown Bridge Foundations

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Modeling Rate Effects and Cyclic Loads With the Pressuremeter

# publications[].label
Mandel-Cryer Effect in Unsaturated Soils

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Slope Safety Preparedness for Impact of Climate Change

# publications[].label
New Pressuremeter and Pressuremetric Tests for Pavements.

# publications[].label
Maximum Scour Depth around a Bridge Pier in Sand and in Clay: Are They Equal?

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Numerical Simulation of the BCD for Compaction Control

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Scour testing device now available to the public

# publications[].label
Laser scanning for historical and geotechnical studies at pointe du HOC

# publications[].label
The Observational Method for Scour and the Schoharie Creek Bridge Failure

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
An experimental, analytical and numerical study on the thermal efficiency of energy piles in unsaturated soils

# publications[].label
MODELING RATE EFFECTS AND CYCLIC LOADS WITH THE PRESSUREMETER.

# publications[].label
The T.E.A.M. Approach in Geotechnical Engineering

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Existing Railroads on Shrink-Swell Soils: Field Monitoring, Laboratory Tests, and Numerical Simulation

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Performance of Stiffened Slab-on-Grade Foundation on Shrink-Swell Soils: Case Study of the Ellison Office Building, College Station, Texas

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
SRICOS-Erosion Function Apparatus Method: An Overview of Its Measurement of Scour Depth

# publications[].label
ISSMGE TC 33. Geotechnics of soil erosion

# publications[].label
Integrity Testing of Three Drilled and Grouted Piles

# publications[].label
Behavior of Five Large Spread Footings in Sand

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
BCD: A Soil Modulus Device for Compaction Control

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Prediction of time-dependent channel meander migration based on large-scale laboratory experiments

# publications[].label
Deep Mixing for Excavation Support: Design Issues

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Shrink test-water content method for shrink and swell predictions

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Scour Monitoring Development for Two Bridges in Texas

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
SRICOS-EFA method for contraction scour in fine-grained soils

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
The Pressuremeter and its Marine Applications: Second International Symposium, held at College Station, U.S.A. on May 2-3, 1986.

# publications[].label
Coupled consolidation theory for saturated and unsaturated soils

# publications[].label
The Pressuremeter and its Marine Applications: Second International Symposium, held at College Station, U.S.A. on May 2-3, 1986.

# publications[].label
IN SITU TESTS AND THEIR APPLICATION IN OFFSHORE DESIGN.

# publications[].label
RESIDUAL STRESSES IN PILES AND THE WAVE EQUATION.

# publications[].label
LRFD Calibration of Bridge Foundations Subjected to Scour

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
San Jacinto Monument: New Soil Data and Analysis Including Subsidence

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
PRESSUREMETER AND SHALLOW FOUNDATIONS ON STIFF CLAY.

# publications[].label
Scour Depth at Bridges: Method Including Soil Properties. I: Maximum Scour Depth Prediction

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Systems Approach and Quantitative Decision Tools for Technology Selection in Environmentally Friendly Drilling

# publications[].label
Thermal performance and economic study of an energy piles system under cooling dominated conditions

# publications[].label
Influence of the 2002 Texas Section of ASCE Recommended Practice on the Beam Depths for Stiffened Slabs on Shrink-Swell Soils Using BRAB and WRI

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Wak Test To Find Spread Footing Stiffness

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Motion Sensors for Scour Monitoring: Laboratory Experiment with a Shallow Foundation

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Wave forces on bridge decks during hurricanes and impact on the foundation

# publications[].label
INFLUENCE OF LOADING RATE ON PILE CAPACITY IN CLAY.

# publications[].label
Design Guidelines and Full-Scale Verification for MSE Walls with Traffic Barriers

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Stability Analysis and Full-Scale Test of Traffic Barrier-Moment Slab System

# publications[].label
Thermal cone test to determine soil thermal properties

# publications[].label
Measured and Predicted Axial Response of 98 Piles

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Probability of Exceedance Estimates for Scour Depth around Bridge Piers

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Defect and Length Predictions by NDT Methods for Nine Bored Piles

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Closure to Stiffened Slab-On-Grade on Shrink-Swell Soil: New Design Method by Jean-Louis Briaud, Remon Abdelmalak, Xiong Zhang, and Charles Magbo

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Nonlinear three dimensional analysis of downdrag on pile groups

# publications[].label
Erodibility of fine grained soils and new soil test

# publications[].label
Menard Lecture The pressuremeter test: Expanding its use

# publications[].label
Test and prediction results for five spread footings on sand

# publications[].label
Soil-Nailed Wall Under Piled Bridge Abutment: Simulation and Guidelines

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Observational Method for Estimating Future Scour Depth at Existing Bridges

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Multiflood and multilayer method for scour rate prediction at bridge piers

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Full Scale Crash Test on a Group of Piles in Clay

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Axially loaded 5 pile group and single pile in sand

# publications[].label
Single Degree of Freedom Modeling and Testing of a Pile under Lateral Impact Load

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Erosion Resistance of HPTRM Strengthened Levee from Combined Wave and Surge Overtopping

# publications[].label
ISSMGE - The State of the Society (2009-2013)

# publications[].label
Quantitative decision tools for system selection in environmentally friendly drilling

# publications[].label
SALLOP: Simple Approach for Lateral Loads on Piles

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Load settlement curve method for spread footings on sand

# publications[].label
Normandy cliff stability: Analysis and repair

# publications[].label
Levee erosion by overtopping in New Orleans during the Katrina Hurricane

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Full-Scale Test and Numerical Simulation of a Truck Impacting a Group of Side-by-Side Piles

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
PREDICTED AND MEASURED PERFORMANCE OF A FOUNDATION.

# publications[].label
COEFFICIENT OF VARIATION OF IN SITU TESTS IN SAND.

# publications[].label
Spread Footings in Sand: Load Settlement Curve Approach

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Three-dimensional resistivity tomography in extreme coastal terrain amidst dense cultural signals: application to cliff stability assessment at the historic D-Day site

# publications[].label
Design of stiffened slabs-on-grade on shrink-swell soils

# publications[].label
Improved approach to construct constitutive surfaces for stable-structured soils covering both saturated and unsaturated conditions

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Piles in Sand: A Method Including Residual Stresses

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
PRESSUREMETER: A PROMISING APPARATUS FOR PAVEMENT DESIGN.

# publications[].label
Maximum Migration Distance of Meander Channel in Sand Using Hyperbolic Function Approach

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Bottom Currents, Deep Sea Furrows, Erosion Rates, and Dating Slope Failure- Induced Debris Flows along the Sigsbee Escarpment in the Deep Gulf of Mexico

# publications[].label
Wave Forces on Bridge Decks during Hurricanes and Impact on the Foundation

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Stochastic Flow Analysis for Predicting River Scour of Cohesive Soils

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Preliminary Evaluation of the Bump at the End of the Railway Bridge

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Numerical simulation of scour infilling in overset grid

# publications[].label
NEWNEG: microcomputer program for downdrag on piles

# publications[].label
New Orleans and Hurricane Katrina. I: Introduction, overview, and the east flank

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Obtaining reasonable breach hydrographs based on breach parameter estimates from regression methods

# publications[].label
Hydrate Melting in Soil around Hot Conductor

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Numerical Modeling of Deep Soil Mixing Excavation Support

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Simplified Method for Estimating Scour at Bridges

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Should Grouted Anchors Have Short Tendon Bond Length?

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Integrated approach for the optimal selection of environmentally friendly drilling systems

# publications[].label
Cliff Stability Assessment Using Electrical Resistivity Tomography at the Historic WWII D-Day Invasion Site, Pointe du Hoc, France

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
OBTAINING MODULI FROM CYCLIC PRESSUREMETER TESTS

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Dynamic Response of In-Line Pile Groups Subjected to Vehicle Impact

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
The Pocket Erodometer Test: Development and Preliminary Results

# publications[].label
USE OF PRESSUREMETER TEST TO PREDICT MODULUS AND STRENGTH OF PAVEMENT LAYERS.

# publications[].label
Effect of the Unsaturated Soil Condition on the Thermal Efficiency of Energy Piles

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
DESIGN OF LATERALLY LOADED PILES USING PRESSUREMETER TEST RESULTS.

# publications[].label
Towards an Uncertainty-Based Design of Foundations for Onshore Oil and Gas Environmentally Friendly Drilling (EFD) Systems

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Measured downdrag on seven coated and uncoated piles in New Orleans

# publications[].label
Closure to "Flume tests for scour in clay at circular piers" by Francis C.K. Ting, Jean-Louis Briaud, H.C. Chen, Rao Gudavalli, Suresh Perugu, and Gengsheng Wei

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Field Investigation of Potential Contamination by Bitumen-Coated Piles

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
A total stress-pore water pressure formulation of coupled consolidation analysis for saturated soils

# publications[].label
High-Speed Trains and Ground Mach 1: Numerical Simulation

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Flume tests for scour in clay at circular piers

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Observation Method for Estimating Future Scour Depth at Existing Bridges

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Driven then pushed minicone tests in a sand chamber

# publications[].label
Long term creep pressuremeter tests in soft rock (St. Petersburg, Russia)

# publications[].label
Meander Migration: Some Experimental Results

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
SRICOS: Prediction of scour rate in cohesive soils at bridge piers

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Thermo-mechanical behavior of energy piles in high plasticity clays

# publications[].label
Analysis Of Existing Cyclic Vertical Load Tests For Piles In Clay

# publications[].label
Analysis of pile load tests at Lock and Dam 26

# publications[].label
PRESSUREMETER P-Y CURVE DESIGN METHOD FOR LATERALLY LOADED PILES.

# publications[].label
Tieback Walls in Sand: Numerical Simulation and Design Implications

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
The EFA, Erosion Function Apparatus: An overview

# publications[].label
Static Capacity Prediction by Dynamic Methods for Three Bored Piles

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Evaluation of Unknown Foundations of Bridges Subjected to Scour Physically Driven Artificial Neural Network Approach

# publications[].label
Investigation of the Performance of the New Orleans Regional Flood Protection Systems during Hurricane Katrina: Lessons Learned

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Maximum Abutment Scour Depth in Cohesive Soils

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Relationship between soil erodibility and engineering properties

# publications[].label
Erosion in Geomechanics Applied to Dams and Levees

# publications[].label
Some Thoughts on API RP2A for Vertically Loaded Piles

# publications[].label
PRESSUREMETER GIVES ELEMENTARY MODEL FOR LATERALLY LOADED PILES.

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
HORIZONTALLY LOADED PILES NEXT TO A TRENCH.

# publications[].label
Sensitivity analysis for multi-attribute system selection problems in onshore Environmentally Friendly Drilling (EFD)

# publications[].label
Application of the Observation Method for Scour to Two Texas Bridges

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Determination of Unknown Foundation of Bridges for Scour Evaluation Using Artificial Neural Networks

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Analysis of downdrag on pile groups by the finite element method

# publications[].label
Scour Depth at Bridges: Method Including Soil Properties. II: Time Rate of Scour Prediction

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Bitumen Selection for Reduction of Downdrag on Piles

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Post melting behavior of gas hydrates in soft ocean sediments

# publications[].label
Typical geomechanical problems associated with railroads on shrink-swell soils

# publications[].label
Erosion function apparatus for scour rate predictions

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Three dimensional numerical simulation of residential building on shrink-swell soils in response to climatic conditions

# publications[].label
Detection of Gas Hydrates by In-Situ Testing

# publications[].label
BEARING CAPACITY OF FOOTINGS ON CLAY CPT METHOD.

# publications[].label
SRICOS-EFA method for complex piers in fine-grained soils

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
MEASURED AND PREDICTED AXIAL RESPONSE OF 98 PILES.

# publications[].label
Behavior of full-scale VERT wall in sand

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Full-Scale Impact Test of Four Traffic Barriers on Top of an Instrumented MSE Wall

# publications[].publisher
American Society of Civil Engineers (ASCE)

# researcherOn[].awardedBy.label
United States Department of Transportation - (Washington D.C., District of Columbia, United States)

# researcherOn[].awardedBy.label
United States Department of State - (Washington D.C., District of Columbia, United States)

# researcherOn[].awardedBy.preferredLabel
U.S. Department of State: Bureau of Diplomatic Security

# researcherOn[].label
Assessing Erosion Resistance of Bank Materials on American and Sacramento Rivers

# researcherOn[].awardedBy.label
Agricultural Research Service - (Washington D.C., District of Columbia, United States)

# researcherOn[].label
Bumps in High Speed Rails: What is Tolerable?

# researcherOn[].awardedBy.label
United States Department of Transportation - (Washington D.C., District of Columbia, United States)

# streetAddress
Texas A&M University; Civil Engineering; 3136 TAMU

# organizations[]
Texas A&M Engineering Experiment Station (TEES)

# schools[]
Texas A&M Engineering Experiment Station (TEES)

# etdChairOf[].label
Mahdavi Kharanaghi, Mohammad (2020-07). LONG-TERM BEHAVIOR OF BALLAST IN RAILWAY EMBANKMENT UNDER HIGH-SPEED TRAIN AND FREIGHT TRAIN LOADING. Doctoral Dissertation.

# etdChairOf[].label
Nicks, Jennifer Elizabeth (2011-02). The Bump at the End of the Railway Bridge. Doctoral Dissertation.

# etdChairOf[].label
Keshavarz, Mohammadreza (2018-11). Model Scale Experiment and Full-Scale Numerical Simulations of Geothermal Piles for Cooling Dominated Climate. Doctoral Dissertation.

# etdChairOf[].label
Tucker, Stacey Elizabeth (2013-07). Non-Destructive Testing of Subsurface Infrastructure using Induced Polarization and Electrical Resistivity Imaging. Doctoral Dissertation.

# etdChairOf[].label
Saez Barrios, Deeyvid O. (2010-05). Determination of soil properties for sandy soils and road base at Riverside Campus using laboratory testing and numerical simulation. Master's Thesis.

# etdChairOf[].label
Chaouch, Adel (1994-09). Hydrate melting and related foundation problems. Doctoral Dissertation.

# etdChairOf[].label
Chaouch, Adel (1994-08). Hydrate melting and related foundation problems. Doctoral Dissertation.

# etdChairOf[].label
Wang, Yen-Chih (2020-07). Load-Deflection Characteristics of Laterally Loaded Large Diameter Piles. Doctoral Dissertation.

# etdChairOf[].label
Wang, Jun (2006-05). The SRICOS-EFA method for complex pier and contraction scour. Doctoral Dissertation.

# etdChairOf[].label
Seo, Jeong Bok (2003-12). The bump at the end of the bridge: an investigation. Doctoral Dissertation.

# etdChairOf[].label
Park, Namgyu (2007-12). A prediction of meander migration based on large-scale flume tests in clay. Doctoral Dissertation.

# etdChairOf[].label
Kim, Nak-Kyung (1994-08). A beam-column method for tieback walls. Doctoral Dissertation.

# etdChairOf[].label
Kim, Nak-Kyung (1994-09). A beam-column method for tieback walls. Doctoral Dissertation.

# etdChairOf[].label
Wang, Wei (2005-05). A hydrograph-based prediction of meander migration. Doctoral Dissertation.

# etdChairOf[].label
Saez Barrios, Deeyvid 1980- (2012-12). Design Guidelines for Test Level 3 (TL-3) Through Test Level 5 (TL-5) Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Wall. Doctoral Dissertation.

# etdChairOf[].label
Kim, Kang (2009-05). Design of Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Walls. Doctoral Dissertation.

# etdChairOf[].label
Rutherford, Cassandra Janel (2004-12). Design manual for excavation support using deep mixing technology. Master's Thesis.

# etdChairOf[].label
Khanna, Sumee (2005-12). Aging effects of environmental factors on rolled erosion control products. Master's Thesis.

# etdChairOf[].label
Asadollahipajouh, Mojdeh (2015-12). Experimental and Numerical Investigation of Impact Loads on a Group of Piles. Doctoral Dissertation.

# etdChairOf[].label
Zhang, Zihan (2018-11). Measurement of Hydrodynamic Forces on Gravel Particles in the Erosion Function Apparatus. Master's Thesis.

# etdChairOf[].label
Li, Yanfeng (2004-08). Use of a BCD for compaction control. Doctoral Dissertation.

# etdChairOf[].label
Makarim, Chaidir Anwar (1986-08). Pressuremeter method for single piles subjected to cyclic lateral loads in overconsolidated clay. Doctoral Dissertation.

# etdChairOf[].label
Makarim, Chaidir Anwar (1986-09). Pressuremeter method for single piles subjected to cyclic lateral loads in overconsolidated clay. Doctoral Dissertation.

# etdChairOf[].label
Bernhardt, Michelle Lee (2011-02). 2008 Midwest Levee Failure:  Erosion Studies. Master's Thesis.

# etdChairOf[].label
Ballouz, Marc Youssef (1994-08). LATWAK : an impact test to obtain the lateral static stiffness of piles. Doctoral Dissertation.

# etdChairOf[].label
Ballouz, Marc Youssef (1994-09). LATWAK : an impact test to obtain the lateral static stiffness of piles. Doctoral Dissertation.

# etdChairOf[].label
Rezaei Tafti, Somayeh (2018-02). High Speed Train Geotechnics: Numerical and Experimental Simulation of Some Embankment Problems. Doctoral Dissertation.

# etdChairOf[].label
Bi, Gang (2015-08). A Power Law Model for Time Dependent Behavior of Soils. Doctoral Dissertation.

# etdChairOf[].label
Zhang, Xiong (2004-08). Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils. Doctoral Dissertation.

# etdChairOf[].label
Goudarzi, Anahita (2019-04). Steel and Geosynthetic Reinforcement-Soil Interaction. Doctoral Dissertation.

# etdChairOf[].label
Maddah, Layal . (2019-05). Guidelines for Systems of Barrier-Moment Slab Placed Over Steel and Geosynthetic MSE Walls and Subjected to Impact Levels Tl-3 Through Tl-5. Doctoral Dissertation.

# etdChairOf[].label
Jeong, Sangseom (1992-08). Nonlinear three dimensional analysis of downdrag on pile groups. Doctoral Dissertation.

# etdChairOf[].label
Jeong, Sangseom (1992-09). Nonlinear three dimensional analysis of downdrag on pile groups. Doctoral Dissertation.

# etdChairOf[].label
V Govindasamy, Anand (2009-05). Simplified Method for Estimating Future Scour Depth at Existing Bridges. Doctoral Dissertation.

# etdChairOf[].label
Chen, Xingnian (2008-12). Numerical Study of Abutment Scour in Cohesive Soils. Doctoral Dissertation.

# etdChairOf[].label
Kulkarni, Renu Uday (2008-08). A potential technique to determine the unsaturated soil shear strength parameter. Master's Thesis.

# etdChairOf[].label
Haniffa, Mifrokhah (2019-04). Improvement of The Observation Method to Predict Meander Migration by Using A Probabilistic Analysis. Master's Thesis.

# etdChairOf[].label
Chedid, Mabel (2018-11). New In-situ Erosion Test and Maximum Allowable Scour Depth at Bridge Abutments. Doctoral Dissertation.

# etdChairOf[].label
Kim, Kukjoo (2011-10). Numerical Simulation of Impact Rollers for Estimating the Influence Depth of Soil Compaction. Master's Thesis.

# etdChairOf[].label
Lim, Seok Gyu (2012-07). Development of Design Guidelines for Soil Embedded Post Systems Using Wide-flange I-beam to Contain Truck Impact. Doctoral Dissertation.

# etdChairOf[].label
Patil, Prashant Madhukar (2019-04). Effect of Confining Pressure on The Cement Treated Soil. Master's Thesis.

# etdChairOf[].label
Montalvo Bartolomei, Axel M (2014-03). Observation Method to Predict Meander Migration and Vertical Degradation of Rivers. Master's Thesis.

# etdChairOf[].label
Oh, Seung Jae (2011-02). Experimental Study of Bridge Scour in Cohesive Soil. Doctoral Dissertation.

# etdChairOf[].label
Yu, Ok Y. (2009-05). Systems Approach and Quantitative Decision Tools for Technology Selection in Environmentally Friendly Drilling. Doctoral Dissertation.

# etdChairOf[].label
Abdelmalak, Remon Melek (2007-12). Soil structure interaction for shrink-swell soils a new design procedure for foundation slabs on  shrink-swell soils. Doctoral Dissertation.

# etdChairOf[].label
Yao, Congpu (2013-04). LRFD Calibration of Bridge Foundations Subjected to Scour and Risk Analysis. Doctoral Dissertation.

# etdChairOf[].label
Yousefpour, Negin (2013-08). Comparative Deterministic and Probabilistic Modeling in Geotechnics: Applications to Stabilization of Organic Soils, Determination of Unknown Foundations for Bridge Scour, and One-Dimensional Diffusion Processes. Doctoral Dissertation.

# etdChairOf[].label
Shafii, Iman (2018-11). Relationship Between Erodibility and Properties of Soils. Doctoral Dissertation.

# etdChairOf[].label
Mirdamadi, Alireza (2014-06). Deterministic and Probabilistic Simple Model for Single Pile Behavior under Lateral Truck Impact. Doctoral Dissertation.

# etdChairOf[].label
Aghahadi Forooshani, Mohammad (2014-08). Interaction between Drilled Shaft and Mechanically Stabilized Earth (MSE) Wall. Doctoral Dissertation.

# etdChairOf[].label
Akrouch, Ghassan (2014-04). Energy Piles in Cooling Dominated Climates. Doctoral Dissertation.