HR job title
- Professor
- Contact Info
- 1 979 845 3795
- Websites
Briaud, Jean-Louis Professor
Positions
- Professor, Civil Engineering, College of Engineering
- Faculty Affiliate, Energy Institute, Texas A&M Engineering Experiment Station (TEES)
- Overview
- Publications
- Research
- Teaching
- Works By Students
- Background
- Contact
- Other
- View All
Overview
Publications
selected publications
-
academic article
-
Akrouch, G. A., Snchez, M., & Briaud, J.
(2020).
Thermal performance and economic study of an energy piles system under cooling dominated conditions. Renewable Energy.
147, 2736-2747.
-
Bi, G., Briaud, J., Sanchez, M., & Kharanaghi, M. M.
(2019).
Power Law Model to Predict Creep Movement and Creep Failure. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
145(9), 04019044.
-
Shafii, I., Shidlovskaya, A., & Briaud, J.
(2019).
Investigation into the Effect of Enzymes on the Erodibility of a Low-Plasticity Silt and a Silty Sand by EFA Testing. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
145(3), 04019001.
-
Briaud, J., Chedid, M., Chen, H., & Shidlovskaya, A.
(2017).
Borehole Erosion Test. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
143(8), 04017037.
-
Briaud, J.
(2017).
Closure to Stiffened Slab-On-Grade on Shrink-Swell Soil: New Design Method by Jean-Louis Briaud, Remon Abdelmalak, Xiong Zhang, and Charles Magbo. 143(8), 07017018.
-
Pajouh, M. A., Briaud, J., Lim, S. G., & Mirdamadi, A.
(2017).
Dynamic Response of In-Line Pile Groups Subjected to Vehicle Impact. 143(7), 04017024.
-
Abdelmalak, R., & Briaud, J.
(2017).
Performance of Stiffened Slab-on-Grade Foundation on Shrink-Swell Soils: Case Study of the Ellison Office Building, College Station, Texas. 31(3), d4016008.
-
Briaud, J., Abdelmalak, R., Zhang, X., & Magbo, C.
(2016).
Stiffened Slab-On-Grade on Shrink-Swell Soil: New Design Method. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
142(7), 04016017.
-
Akrouch, G. A., Sanchez, M., & Briaud, J.
(2016).
An experimental, analytical and numerical study on the thermal efficiency of energy piles in unsaturated soils. Computers and Geotechnics.
71, 207-220.
-
Akrouch, G. A., Briaud, J. L., Sanchez, M., & Yilmaz, R.
(2016).
Thermal cone test to determine soil thermal properties. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
142(3),
-
Zhang, X., & Briaud, J.
(2015).
Three dimensional numerical simulation of residential building on shrink-swell soils in response to climatic conditions. 39(13), 1369-1409.
-
Briaud, J. L., Koohi, Y., Nicks, J., & Jung, I.
(2015).
San Jacinto Monument: New Soil Data and Analysis Including Subsidence. 141(6), 04015023.
-
Tucker, S. E., Briaud, J., Hurlebaus, S., Everett, M. E., & Arjwech, R.
(2015).
Electrical Resistivity and Induced Polarization Imaging for Unknown Bridge Foundations. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
141(5), 04015008.
-
Briaud, J.
(2015).
Scour Depth at Bridges: Method Including Soil Properties. I: Maximum Scour Depth Prediction. 141(2), 04014104.
-
Briaud, J.
(2015).
Scour Depth at Bridges: Method Including Soil Properties. II: Time Rate of Scour Prediction. 141(2), 04014105.
-
Li, L., Pan, Y. i., Amini, F., Cuiping, K., & Briaud, J.
(2014).
Erosion Resistance of HPTRM Strengthened Levee from Combined Wave and Surge Overtopping. 32(4), 847-857.
-
Akrouch, G. A., Sanchez, M., & Briaud, J.
(2014).
Thermo-mechanical behavior of energy piles in high plasticity clays. 9(3), 399-412.
-
Briaud, J., Gardoni, P., & Yao, C.
(2014).
Statistical, Risk, and Reliability Analyses of Bridge Scour. 140(2), 04013011.
-
Sanchez, M., Wang, D., Briaud, J., & Douglas, C.
(2014).
Typical geomechanical problems associated with railroads on shrink-swell soils. Transportation Geotechnics.
1(4), 257-274.
-
Yousefpour, N., Medina-Cetina, Z., & Briaud, J.
(2014).
Evaluation of Unknown Foundations of Bridges Subjected to Scour Physically Driven Artificial Neural Network Approach. Transportation Research Record.
2433(2433), 27-38.
-
Arjwech, R., Everett, M. E., Briaud, J., Hurlebaus, S., Medina-Cetina, Z., Tucker, S., & Yousefpour, N.
(2013).
Electrical resistivity imaging of unknown bridge foundations. Near Surface Geophysics.
11(6), 591-598.
-
Govindasamy, A. V., Briaud, J., Kim, D., Olivera, F., Gardoni, P., & Delphia, J.
(2013).
Observation Method for Estimating Future Scour Depth at Existing Bridges. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
139(7), 1165-1175.
-
Yu, O., Medina-Cetina, Z., Guikema, S. D., Briaud, J., & Burnett, D.
(2012).
Integrated approach for the optimal selection of environmentally friendly drilling systems. International Journal of Energy and Environmental Engineering.
3(1), 25-25.
-
Kim, K., Briaud, J., Bligh, R., & Abu-Odeh, A.
(2012).
Design Guidelines and Full-Scale Verification for MSE Walls with Traffic Barriers. 138(6), 690-699.
-
Yu, O., Guikema, S. D., Briaud, J., & Burnett, D.
(2012).
Sensitivity analysis for multi-attribute system selection problems in onshore Environmentally Friendly Drilling (EFD). 15(2), 153-171.
-
Briaud, J., Bernhardt, M., & Leclair, M.
(2012).
The Pocket Erodometer Test: Development and Preliminary Results. 35(2), 342-352.
-
Yeh, P., Park, N., Chang, K., Chen, H., & Briaud, J.
(2011).
Prediction of time-dependent channel meander migration based on large-scale laboratory experiments. Journal of Hydraulic Research.
49(5), 617-629.
-
Udphuay, S., Guenther, T., Everett, M. E., Warden, R. R., & Briaud, J.
(2011).
Three-dimensional resistivity tomography in extreme coastal terrain amidst dense cultural signals: application to cliff stability assessment at the historic D-Day site. Geophysical Journal International.
185(1), 201-220.
-
Yu, O., Guikema, S. D., Briaud, J., & Burnett, D.
(2011).
Quantitative decision tools for system selection in environmentally friendly drilling. Civil Engineering and Environmental Systems.
28(3), 185-208.
-
Briaud, J. L., & Oh, S. J.
(2010).
Bridge foundation scour. Geotechnical Engineering.
41(2),
-
Kim, K., Briaud, J., Bligh, R., & Abu-Odeh, A.
(2010).
Full-Scale Impact Test of Four Traffic Barriers on Top of an Instrumented MSE Wall. 136(3), 431-438.
-
Zhang, X., & Briaud, J.
(2010).
Coupled water content method for shrink and swell predictions. The International Journal of Pavement Engineering.
11(1), 13-23.
-
Yeh, P., Park, N., Chang, K., Chen, H., & Briaud, J.
(2009).
Maximum Migration Distance of Meander Channel in Sand Using Hyperbolic Function Approach. JOURNAL OF HYDRAULIC ENGINEERING.
135(8), 629-639.
-
Zhang, X., & Briaud, J.
(2009).
A total stress-pore water pressure formulation of coupled consolidation analysis for saturated soils. 3(2), 171-185.
-
Briaud, J.
(2008).
Case Histories in Soil and Rock Erosion: Woodrow Wilson Bridge, Brazos River Meander, Normandy Cliffs, and New Orleans Levees. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
134(10), 1425-1447.
-
Zhang, X., & Briaud, J.
(2008).
Improved approach to construct constitutive surfaces for stable-structured soils covering both saturated and unsaturated conditions. 134(6), 876-882.
-
Briaud, J., Chen, H., Govindasamy, A. V., & Storesund, R.
(2008).
Levee erosion by overtopping in New Orleans during the Katrina Hurricane. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
134(5), 618-632.
-
Seed, R. B., Bea, R. G., Abdelmalak, R. I., Athanasopoulos-Zekkos, A., Boutwell, G. P., Briaud, J., ... Wartman, J.
(2008).
New Orleans and Hurricane Katrina. I: Introduction, overview, and the east flank. 134(5), 701-717.
-
Bolduc, L. C., Gardoni, P., & Briaud, J.
(2008).
Probability of Exceedance Estimates for Scour Depth around Bridge Piers. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
134(2), 175-184.
-
Briaud, J., Bligh, R. P., Abu-Odeh, A., & Kim, K.
(2008).
Stability Analysis and Full-Scale Test of Traffic Barrier-Moment Slab System. Transportation Research Record.
2050(2050), 26-38.
-
Briaud, J. L.
(2007).
So far away, so close to home: TTI helps preserve WWII Memorial site. Texas Transportation Researcher.
43(4), 8-9.
-
Briaud, J., Nicks, J., Rhee, K., & Stieben, G.
(2007).
San Jacinto Monument Case History. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
133(11), 1337-1351.
-
Briaud, J.
(2007).
Spread Footings in Sand: Load Settlement Curve Approach. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
133(8), 905-920.
-
Briaud, J. L., Chen, H. C., Govindasamy, A. V., & Storesund, R.
(2007).
Erosion Tests on Samples from the New Orleans Levees. Geotechnical Special Publications.
1-16.
-
Yim, S., Wenk, E., Watkins, C. M., Wartman, J., Seed, R. B., Bea, R. G., ... Vera-Grunauer, X.
(2007).
Investigation of the Performance of the New Orleans Regional Flood Protection Systems during Hurricane Katrina: Lessons Learned. Geotechnical Special Publications.
1-16.
-
Briaud, J., Brandimarte, L., Wang, J., & D'Odorico, P.
(2007).
Probability of scour depth exceedance owing to hydrologic uncertainty. Georisk.
1(2), 77-88.
-
Briaud, J. L.
(2006).
Bridge scour. Geotechnical News -Vancouver-.
24(3), 54-56.
-
Brandimarte, L., Montanari, A., Briaud, J., & DOdorico, P.
(2006).
Stochastic Flow Analysis for Predicting River Scour of Cohesive Soils. Journal of Hydraulic Engineering.
132(5), 493-500.
-
Briaud, J., Li, Y., & Rhee, K.
(2006).
BCD: A Soil Modulus Device for Compaction Control. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
132(1), 108-115.
-
Briaud, J., Chen, H. C., Li, Y., Nurtjahyo, P., & Wang, J.
(2005).
SRICOS-EFA method for contraction scour in fine-grained soils. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
131(10), 1283-1294.
-
Briaud, J. L., Chen, H. C., Li, L., & Nurtjahyo, P.
(2004).
SRICOS-EFA method for complex piers in fine-grained soils. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
130(11), 1180-1191.
-
Ting, F., Briaud, J. L., Chen, H. C., Gudavalli, R., Perugu, S., & Wei, G. S.
(2003).
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. JOURNAL OF HYDRAULIC ENGINEERING.
129(7), 556-557.
-
Briaud, J. L., Zhang, X., & Moon, S.
(2003).
Shrink test-water content method for shrink and swell predictions. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
129(7), 590-600.
-
Briaud, J. L.
(2002).
Scour testing device now available to the public. Texas Transportation Researcher.
38(4), 11.
-
Ting, F., Briaud, J. L., Chen, H. C., Gudavalli, R., Perugu, S., & Wei, G. S.
(2001).
Flume tests for scour in clay at circular piers. JOURNAL OF HYDRAULIC ENGINEERING.
127(11), 969-978.
-
Briaud, J. L.
(2001).
Introduction to soil moduli. Geotechnical News.
19(2), 54-58.
-
Briaud, J. L., Ting, F., Chen, H. C., Cao, Y., Han, S. W., & Kwak, K. W.
(2001).
Erosion function apparatus for scour rate predictions. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
127(2), 105-113.
-
Briaud, J. L., Chen, H. C., Kwak, K. W., Han, S. W., & Ting, F.
(2001).
Multiflood and multilayer method for scour rate prediction at bridge piers. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
127(2), 114-125.
-
Briaud, J. L., Nicholson, P., & Lee, J.
(2000).
Behavior of full-scale VERT wall in sand. 126(9), 808-818.
-
Briaud, J., Ballouz, M., & Nasr, G.
(2000).
Static Capacity Prediction by Dynamic Methods for Three Bored Piles. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
126(7), 640-649.
-
Briaud, J. L.
(2000).
National Geotechnical Experimentation Sites at Texas A&M University: Clay and sand. Geotechnical Special Publications.
26-51.
-
Briaud, J., & Gibbens, R.
(1999).
Behavior of Five Large Spread Footings in Sand. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
125(9), 787-796.
-
Briaud, J. L., Ting, F., Chen, H. C., Gudavalli, R., Perugu, S., & Wei, G. S.
(1999).
SRICOS: Prediction of scour rate in cohesive soils at bridge piers. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
125(4), 237-246.
-
Briaud, J., & Lim, Y.
(1999).
Tieback Walls in Sand: Numerical Simulation and Design Implications. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
125(2), 101-110.
-
Briaud, J., Powers, W. F., & Weatherby, D. E.
(1998).
Should Grouted Anchors Have Short Tendon Bond Length?. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
124(2), 110-119.
-
Briaud, J., & Kim, N.
(1998).
Beam-Column Method for Tieback Walls. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
124(1), 67-79.
-
Briaud, J.
(1997).
Bitumen Selection for Reduction of Downdrag on Piles. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
123(12), 1127-1134.
-
Briaud, J., & Lim, Y.
(1997).
Soil-Nailed Wall Under Piled Bridge Abutment: Simulation and Guidelines. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
123(11), 1043-1050.
-
Briaud, J.
(1997).
SALLOP: Simple Approach for Lateral Loads on Piles. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
123(10), 958-964.
-
Briaud, J., & Chaouch, A.
(1997).
Hydrate Melting in Soil around Hot Conductor. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING.
123(7), 645-653.
-
Briaud, J. L., Maher, S. F., & James, R. W.
(1997).
Bump at the end of the bridge. Civil Engineering -New York then Reston-.
67(5), 68-69.
-
Jeong, S., Kim, S., & Briaud, J. L.
(1997).
Analysis of downdrag on pile groups by the finite element method. 21(2), 143-161.
-
Yeung, A. T., Viswanathan, R., & Briaud, J.
(1996).
Field Investigation of Potential Contamination by Bitumen-Coated Piles. Journal of Geotechnical and Geoenvironmental Engineering.
122(9), 736-744.
-
Briaud, J., & Ballouz, M.
(1996).
LATWAK: Impact Test to Obtain Pile Lateral Static Stiffness. Journal of Geotechnical and Geoenvironmental Engineering.
122(6), 437-444.
-
Briaud, J., & Lepert, P.
(1990).
Wak Test To Find Spread Footing Stiffness. Journal of Geotechnical and Geoenvironmental Engineering.
116(3), 415-431.
-
Briaud, J., & Tucker, L. M.
(1988).
Measured and Predicted Axial Response of 98 Piles. Journal of Geotechnical and Geoenvironmental Engineering.
114(9), 984-1001.
-
Cosentino, P. J., Briaud, J., & Terry, T. A.
(1988).
Modeling Rate Effects and Cyclic Loads With the Pressuremeter. 110(3), 196-202.
-
Briaud, J. L., & Tucker, L. M.
(1988).
MEASURED AND PREDICTED AXIAL RESPONSE OF 98 PILES. Texas Civil Engineer.
58(6), 13-19.
-
Briaud, J. L., Tand, K. E., & Funegard, E. G.
(1986).
PRESSUREMETER AND SHALLOW FOUNDATIONS ON STIFF CLAY. Transportation Research Record.
1-14.
-
Briaud, J. L., & Felio, G. Y.
(1985).
CYCLIC ROD SHEAR TESTS IN CLAY. Texas Civil Engineer.
55(10), 10-15.
-
Briaud, J. L., & DiMillio, A. F.
(1985).
RESIDUAL DRIVING STRESSES AND VERTICALLY LOADED PILES IN COHESIONLESS SOILS. Public Roads.
49(1), 13-17.
-
Briaud, J., & Garland, E.
(1985).
Loading Rate Method for Pile Response in Clay. Journal of Geotechnical and Geoenvironmental Engineering.
111(3), 319-335.
-
Briaud, J. L., & Audibert, J.
(1985).
The Pressuremeter and its Marine Applications: Second International Symposium, held at College Station, U.S.A. on May 2-3, 1986
-
Briaud, J. L., & Audibert, J.
(1985).
The Pressuremeter and its Marine Applications: Second International Symposium, held at College Station, U.S.A. on May 2-3, 1986
-
Briaud, J., & Tucker, L.
(1984).
Piles in Sand: A Method Including Residual Stresses. Journal of Geotechnical and Geoenvironmental Engineering.
110(11), 1666-1680.
-
BRIAUD, J. L., LYTTON, R. L., & HUNG, J. T.
(1983).
OBTAINING MODULI FROM CYCLIC PRESSUREMETER TESTS. Journal of Geotechnical and Geoenvironmental Engineering.
109(5), 657-665.
-
Briaud, J. L., Smith, T. D., & Meyer, B. J.
(1983).
PRESSUREMETER P-Y CURVE DESIGN METHOD FOR LATERALLY LOADED PILES. Texas Civil Engineer.
53(9), 10-17.
-
Briaud, J. L., & Shields, D. H.
(1981).
USE OF PRESSUREMETER TEST TO PREDICT MODULUS AND STRENGTH OF PAVEMENT LAYERS. Transportation Research Record.
33-42.
-
Briaud, J. L.
(1980).
PRESSUREMETER: A PROMISING APPARATUS FOR PAVEMENT DESIGN. Texas Transportation Researcher.
16(3), 8-10.
-
Akrouch, G. A., Snchez, M., & Briaud, J.
(2020).
Thermal performance and economic study of an energy piles system under cooling dominated conditions. Renewable Energy.
147, 2736-2747.
-
book
-
Ho, K., Lacasse, S., & Picarelli, L.
(2017).
Slope Safety Preparedness for Impact of Climate Change. CRC Press.
-
Briaud, J. L.
(2013).
Erosion in Geomechanics Applied to Dams and Levees. John Wiley & Sons, Inc..
-
Ho, K., Lacasse, S., & Picarelli, L.
(2017).
Slope Safety Preparedness for Impact of Climate Change. CRC Press.
-
chapter
-
Briaud, J., & Saez, D.
(2015).
Recent Developments in Soil Compaction. Ground Improvement Case Histories.
(pp. 275-308).
Elsevier.
-
Akrouch, G. A., Sanchez, M., & Briaud, J.
(2013).
Energy Geostructures in CoolingDominated Climates. Energy Geostructures.
(pp. 175-191).
Wiley.
-
Briaud, J., & Saez, D.
(2015).
Recent Developments in Soil Compaction. Ground Improvement Case Histories.
(pp. 275-308).
Elsevier.
-
conference paper
-
Wang, D., Sanchez, M., & Briaud, J.
(2018).
Existing Railroads on Shrink-Swell Soils: Field Monitoring, Laboratory Tests, and Numerical Simulation. 1080-1089.
-
Briaud, J. L.
(2018).
Normandy cliff stability: Analysis and repair. 611-616.
-
Briaud, J. L.
(2018).
Normandy cliff stability: Analysis and repair. 343-348.
-
Shidlovskaya, A., Briaud, J. L., Chedid, M., & Tafti, S.
(2018).
Long term creep pressuremeter tests in soft rock (St. Petersburg, Russia). 431-438.
-
Tafti, S. R., Briaud, J., & Fry, G.
(2017).
High-Speed Trains and Ground Mach 1: Numerical Simulation. Geotechnical Special Publications.
546-552.
-
Shidlovskaya, A., Briaud, J., Chedid, M., & Keshavarz, M.
(2016).
Erodibility of soil above the groundwater level: some test results. E3S Web of Conferences.
10011-10011.
-
Wang, D., Sanchez, M., & Briaud, J.
(2016).
Behavior of railroads on shrink-swell soils. E3S Web of Conferences.
20007-20007.
-
Kim, H., Chen, H. C., & Briaud, J.
(2016).
Numerical simulation of scour infilling in overset grid. 95-100.
-
Shafii, I., Briaud, J., Chen, H. C., & Shidlovskaya, A.
(2016).
Relationship between soil erodibility and engineering properties. 1055-1060.
-
Briaud, J., Chedid, M., & Shidlovskaya, A.
(2016).
The borehole erosion test. 579-582.
-
Akrouch, G. A., Snchez, M., & Briaud, J.
(2015).
Effect of the Unsaturated Soil Condition on the Thermal Efficiency of Energy Piles. Geotechnical Special Publications.
1618-1627.
-
Saez, D., Maddah, L. S., Bligh, R., Mirdamadi, A., & Briaud, J.
(2015).
Full Scale Crash Test of a 36-Ton Truck against a Barrier on Top of an MSE Wall. Geotechnical Special Publications.
2462-2471.
-
Pajouh, M. A., Briaud, J., Alberson, D., Arrington, D., & Mirdamadi, A.
(2015).
Full Scale Crash Test on a Group of Piles in Clay. Geotechnical Special Publications.
1132-1141.
-
Yao, C., Briaud, J., & Gardoni, P.
(2015).
Risk Analysis on Bridge Scour Failure. Geotechnical Special Publications.
1936-1945.
-
Govindasamy, A. V., & Briaud, J.
(2014).
Application of the Observation Method for Scour to Two Texas Bridges. Geotechnical Special Publications.
2640-2654.
-
Asadollahi, P. M., Lim, S. G., Mirdamadi, A., Briaud, J. L., Abuodeh, A., Roesset, J., Alberson, D., & Norris, R.
(2014).
Full-Scale Test and Numerical Simulation of a Truck Impacting a Group of Side-by-Side Piles. Geotechnical Special Publications.
1750-1760.
-
Yao, C., Briaud, J., & Gardoni, P.
(2014).
LRFD Calibration of Bridge Foundations Subjected to Scour. Geotechnical Special Publications.
890-899.
-
Bowles, D. S., Xu, Y., Ehasz, J. L., Briaud, J. L., & Ey, J. C.
(2014).
Obtaining reasonable breach hydrographs based on breach parameter estimates from regression methods. 433-453.
-
Briaud, J.
(2013).
ISSMGE - The State of the Society (2009-2013). 5-12.
-
Briaud, J.
(2013).
Menard Lecture The pressuremeter test: Expanding its use. 107-126.
-
Briaud, J. L.
(2013).
Welcome to the 18thinternational conference on soil mechanics and geotechnical engineering
-
Mirdamadi, A., lim, S., Briaud, J., Roesset, J., & Alberson, D.
(2012).
Single Degree of Freedom Modeling and Testing of a Pile under Lateral Impact Load. Geotechnical Special Publications.
2227-2233.
-
Yousefpour, N., Medina-Cetina, Z., Jahedkar, K., Delphia, J., Briaud, J. L., Hurlebaus, S., ... Arjwech, R.
(2011).
Determination of Unknown Foundation of Bridges for Scour Evaluation Using Artificial Neural Networks. Geotechnical Special Publications.
1514-1523.
-
Yu, O., Medina-Cetina, Z., & Briaud, J.
(2011).
Towards an Uncertainty-Based Design of Foundations for Onshore Oil and Gas Environmentally Friendly Drilling (EFD) Systems. Geotechnical Special Publications.
172-181.
-
Briaud, J., Abdelmalak, R., & Zhang, X.
(2010).
Design of stiffened slabs-on-grade on shrink-swell soils. 3-14.
-
Oh, S. J., Briaud, J., Chang, K., & Chen, H.
(2010).
Maximum Abutment Scour Depth in Cohesive Soils. Geotechnical Special Publications.
132-141.
-
Yao, C., Darby, C., Yu, O., Hurlebaus, S., Chang, K., Price, J., Hunt, B., & Briaud, J.
(2010).
Motion Sensors for Scour Monitoring: Laboratory Experiment with a Shallow Foundation. Geotechnical Special Publications.
970-979.
-
Govindasamy, A. V., Briaud, J., Kim, D., Olivera, F., Gardoni, P., & Delphia, J.
(2010).
Observational Method for Estimating Future Scour Depth at Existing Bridges. Geotechnical Special Publications.
41-65.
-
Yao, C., Darby, C., Hurlebaus, S., Price, G. R., Sharma, H., Hunt, B. E., ... Briaud, J.
(2010).
Scour Monitoring Development for Two Bridges in Texas. Geotechnical Special Publications.
958-967.
-
Govindasamy, A. V., Briaud, J., & Kim, D.
(2010).
The Observational Method for Scour and the Schoharie Creek Bridge Failure. Geotechnical Special Publications.
874-883.
-
Yu, O., Guikema, S. D., Bickel, J. E., Briaud, J., & Burnett, D. B.
(2009).
Systems Approach and Quantitative Decision Tools for Technology Selection in Environmentally Friendly Drilling. 209-224.
-
Briaud, J. L.
(2009).
ISSMGE TC 33. Geotechnics of soil erosion. 3777-3780.
-
Briaud, J. L., & Chen, H. C.
(2008).
Wave forces on bridge decks during hurricanes and impact on the foundation. Geotechnical Special Publications.
407-416.
-
Govindasamy, A. V., Briaud, J., Chen, H., Delphia, J., Elsbury, K., Gardoni, P., ... Olivera, F.
(2008).
Simplified Method for Estimating Scour at Bridges. Geotechnical Special Publications.
385-393.
-
Briaud, J., & Chen, H.
(2008).
Wave Forces on Bridge Decks during Hurricanes and Impact on the Foundation. 407-416.
-
Everett, M. E., Pierce, C. J., Warden, R. R., Udphuay, S., Soule, D. C., Briaud, J., & Burt, R. A.
(2007).
Cliff Stability Assessment Using Electrical Resistivity Tomography at the Historic WWII D-Day Invasion Site, Pointe du Hoc, France. Geotechnical Special Publications.
1-10.
-
Abdelmalak, R., & Briaud, J.
(2007).
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. Geotechnical Special Publications.
1-9.
-
Warden, R. B., Burt, R., Briaud, J. L., & Everett, M.
(2007).
Laser scanning for historical and geotechnical studies at pointe du HOC. The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences.
-
Nicks, J. E., & Briaud, J.
(2007).
Preliminary Evaluation of the Bump at the End of the Railway Bridge. 227-240.
-
Oh, S. J., Chen, X., Briaud, J., Chang, K., & Chen, H.
(2007).
The Effect of Abutment Length for Abutment Scour in Cohesive Soil: Initial Results. Geotechnical Special Publications.
1-10.
-
Rhee, K., & Briaud, J.
(2006).
BCD: A New Tool for Compaction Control. 295-303.
-
Abdelmalak, R., & Briaud, J.
(2006).
Comparison of Beam Depths for Stiffened Slabs on Shrink-Swell Soils Using WRI, PTI 2004 and AS 2870. Geotechnical Special Publications.
347-354.
-
Zhang, X., & Briaud, J.
(2006).
Coupled Hydro-Mechanical Stress Soil-Structure Interaction Simulation. Geotechnical Special Publications.
2138-2149.
-
Zhang, X., & Briaud, J.
(2006).
Mandel-Cryer Effect in Unsaturated Soils. Geotechnical Special Publications.
2063-2074.
-
Yeh, P., Park, N., Wang, W., Chang, K., Chen, H., & Briaud, J.
(2006).
Meander Migration: Some Experimental Results. 1-5.
-
Rutherford, C. J., Biscontin, G., Koutsoftas, D., & Briaud, J.
(2006).
Numerical Modeling of Deep Soil Mixing Excavation Support. 1-5.
-
Rhee, K., & Briaud, J.
(2006).
Numerical Simulation of the BCD for Compaction Control. 1-5.
-
Zhang, X., Lytton, R. L., & Briaud, J. L.
(2005).
Coupled consolidation theory for saturated and unsaturated soils. 323-329.
-
Briaud, J., & Chen, H.
(2005).
The EFA, Erosion Function Apparatus: An overview. 479-481.
-
Briaud, J. L.
(2005).
Erodibility of fine grained soils and new soil test. Geotechnical Special Publications.
1525-1534.
-
Briaud, J. L., & Bhatia, S.
(2005).
Preface: Geotechnical Special Publication. Geotechnical Special Publications.
-
Briaud, J., & Chen, H.
(2005).
SRICOS-Erosion Function Apparatus Method: An Overview of Its Measurement of Scour Depth. Transportation Research Record.
525-529.
-
Rutherford, C. J., Biscontin, G., & Briaud, J. L.
(2004).
Deep Mixing for Excavation Support: Design Issues. Geotechnical Special Publications.
1356-1365.
-
Briaud, J.
(2004).
The SRICOS-EFA Method. Geotechnical Special Publications.
348-360.
-
Niedoroda, A. W., Reed, C. W., Hatchett, L., Jeanjean, P., Driver, D., Briaud, J. L., & Bryant, W.
(2003).
Bottom Currents, Deep Sea Furrows, Erosion Rates, and Dating Slope Failure- Induced Debris Flows along the Sigsbee Escarpment in the Deep Gulf of Mexico. Annual Offshore Technology Conference.
1217-1222.
-
Briaud, J., Ballouz, M., & Nasr, G.
(2002).
Defect and Length Predictions by NDT Methods for Nine Bored Piles. Geotechnical Special Publications.
173-192.
-
Briaud, J., Ting, F., Chen, H. C., Gudavalli, S. R., & Kwak, K.
(2002).
Maximum Scour Depth around a Bridge Pier in Sand and in Clay: Are They Equal?. Geotechnical Special Publications.
385-395.
-
Briaud, J., Goparaju, K., & Dahm, P. F.
(2002).
The T.E.A.M. Approach in Geotechnical Engineering. Geotechnical Special Publications.
976-992.
-
Briaud, J., Chen, H. C., Ting, F., Kwak, K., Han, S., Nurtjahyo, P., Cao, Y., & Li, Y. a.
(2000).
Measuring the Erodibility of Cohesive Soils. 1-8.
-
Chaouch, A., & Briaud, J. L.
(1997).
Post melting behavior of gas hydrates in soft ocean sediments. Annual Offshore Technology Conference.
8298.
-
Maxwell, J. C., & Briaud, J. L.
(1994).
53 WAK tests on spread footings. Geotechnical Special Publications.
143-152.
-
Briaud, J. L., & Jeanjean, P.
(1994).
Load settlement curve method for spread footings on sand. Geotechnical Special Publications.
1774-1804.
-
Bush, R. K., & Briaud, J. L.
(1994).
Measured downdrag on seven coated and uncoated piles in New Orleans. Geotechnical Special Publications.
1011-1027.
-
Jeong, S., & Briaud, J. L.
(1994).
Nonlinear three dimensional analysis of downdrag on pile groups. Geotechnical Special Publications.
1366-1384.
-
Briaud, J. L., & Gibbens, R. M.
(1994).
Test and prediction results for five spread footings on sand. Geotechnical Special Publications.
1897-1898.
-
Briaud, J. L.
(1993).
Driven then pushed minicone tests in a sand chamber. 14-26.
-
Hossain, M. K., & Briaud, J. L.
(1993).
Improved Soil Characterization For Pipe Piles In Sand In Api Rp-2A. Annual Offshore Technology Conference.
637-644.
-
Tzirita, A., Jeanjean, P., Briaud, J., & Dunlap, W. A.
(1991).
Detection of Gas Hydrates by In-Situ Testing. Annual Offshore Technology Conference.
325-334.
-
Briaud, J. L., Jeong, S., & Bush, R.
(1991).
Group effect in the case of downdrag. Geotechnical Special Publications.
505-518.
-
Briaud, J. L.
(1991).
Pressuremeter. Some special applications. Geotechnical Special Publications.
26-37.
-
Briaud, J., & Dupin, A. M.
(1990).
Integrity Testing of Three Drilled and Grouted Piles. Annual Offshore Technology Conference.
451-458.
-
Briaud, J., & Audibert, J.
(1990).
Some Thoughts on API RP2A for Vertically Loaded Piles. Annual Offshore Technology Conference.
9-16.
-
Briaud, J., Liu, M., & Lepert, P. h.
(1990).
The Wak Test to Check the Increase in Soil Stiffness Due to Dynamic Compaction. 107-107-16-122.
-
Briaud, J. L., Moore, B. H., & Mitchell, G. B.
(1989).
Analysis of pile load tests at Lock and Dam 26. 925-942.
-
Briaud, J. L., & Tucker, L. M.
(1989).
Axially loaded 5 pile group and single pile in sand. 1121-1124.
-
Briaud, J. L., & Porwoll, H.
(1989).
NEWNEG: microcomputer program for downdrag on piles. 706-718.
-
Carroll, J. F., Dupin, R. M., Leslie, H. D., Seligman, K., & Briaud, J. L.
(1989).
Tension Leg Platform Grout Logging
-
Cosentino, P. J., Briaud, J. L., & Terry, T. A.
(1988).
MODELING RATE EFFECTS AND CYCLIC LOADS WITH THE PRESSUREMETER. 7-12.
-
Briaud, J. L., & Tucker, L. M.
(1987).
HORIZONTALLY LOADED PILES NEXT TO A TRENCH. 175-184.
-
Briaud, J. L., & Felio, G. Y.
(1986).
Analysis Of Existing Cyclic Vertical Load Tests For Piles In Clay. Annual Offshore Technology Conference.
-
Tand, K. E., Funegard, E. G., & Briaud, J. L.
(1986).
BEARING CAPACITY OF FOOTINGS ON CLAY CPT METHOD. 1017-1033.
-
Briaud, J. L.
(1986).
PRESSUREMETER AND FOUNDATION DESIGN. 74-115.
-
Briaud, J. L., & Tucker, L. M.
(1986).
PRESSUREMETER AND SHALLOW FOUNDATIONS ON SAND. 35-53.
-
Briaud, J. L., Raba, C. F., Johnson, W. T., Halvorson, R., & Ohya, S.
(1985).
PREDICTED AND MEASURED PERFORMANCE OF A FOUNDATION. 43-56.
-
Briaud, J. L., & Tucker, L.
(1984).
COEFFICIENT OF VARIATION OF IN SITU TESTS IN SAND. 119-139.
-
Briaud, J. L.
(1984).
INFLUENCE OF LOADING RATE ON PILE CAPACITY IN CLAY. Annual Meeting Papers - American Petroleum Institute, Production Department.
-
Briaud, J. L., & Tucker, L. M.
(1984).
RESIDUAL STRESSES IN PILES AND THE WAVE EQUATION. 119-137.
-
Shields, D., & Briaud, J. L.
(1983).
New Pressuremeter and Pressuremetric Tests for Pavements. 385-389.
-
Briaud, J. L., Smith, T., & Meyer, B.
(1983).
PRESSUREMETER GIVES ELEMENTARY MODEL FOR LATERALLY LOADED PILES. 217-221.
-
Briaud, J. L., & Meyer, B.
(1983).
IN SITU TESTS AND THEIR APPLICATION IN OFFSHORE DESIGN. 244-266.
-
Briaud, J. L.
(1982).
ADDITIONAL CONTRIBUTIONS AND DISCUSSION. 325-329.
-
Briaud, J. L.
(1982).
CYCLIC PREBORING PRESSUREMETER TESTS. 226-227.
-
Briaud, J. L., Smith, T. D., & Meyer, B.
(1982).
DESIGN OF LATERALLY LOADED PILES USING PRESSUREMETER TEST RESULTS. 377-395.
-
Wang, D., Sanchez, M., & Briaud, J.
(2018).
Existing Railroads on Shrink-Swell Soils: Field Monitoring, Laboratory Tests, and Numerical Simulation. 1080-1089.
Research
principal investigator on
- Assessing Erosion Resistance of Bank Materials on American and Sacramento Rivers awarded by Agricultural Research Service - (Washington D.C., District of Columbia, United States) 2019 - 2020
- Bumps in High Speed Rails: What is Tolerable? awarded by United States Department of Transportation - (Washington D.C., District of Columbia, United States) 2016 - 2017
co-principal investigator on
- Southwest Region University Transportation Center awarded by United States Department of Transportation - (Washington D.C., District of Columbia, United States) 2012 - 2016
- Rdt&E of Vehicle Anti-Ram Barriers awarded by United States Department of State - (Washington D.C., District of Columbia, United States) 2010 - 2015
Teaching
teaching activities
- CVEN365 Intro To Geotech Engr Instructor
- CVEN435 Geotech Engr Design Instructor
- CVEN436 Case Hist In Geotech Instructor
- CVEN645 Geotech Site Invest Instructor
- CVEN666 Foundation Structures Instructor
- CVEN685 Directed Studies Instructor
- CVEN687 Foundation Engineering Instructor
- CVEN689 Sptp: Case Hist In Geotech Instructor
- CVEN689 Sptp: Case Histories Geotech Instructor
- CVEN691 Research Instructor
Works By Students
chaired theses and dissertations
-
Abdelmalak, Remon Melek (2007-12). Soil structure interaction for shrink-swell soils a new design procedure for foundation slabs on shrink-swell soils.
-
Aghahadi Forooshani, Mohammad (2014-08). Interaction between Drilled Shaft and Mechanically Stabilized Earth (MSE) Wall.
-
Akrouch, Ghassan (2014-04). Energy Piles in Cooling Dominated Climates.
-
Asadollahipajouh, Mojdeh (2015-12). Experimental and Numerical Investigation of Impact Loads on a Group of Piles.
-
Ballouz, Marc Youssef (1994-04). LATWAK : an impact test to obtain the lateral static stiffness of piles.
-
Bernhardt, Michelle Lee (2011-02). 2008 Midwest Levee Failure: Erosion Studies.
-
Bi, Gang (2015-08). A Power Law Model for Time Dependent Behavior of Soils.
-
Chaouch, Adel (1994-04). Hydrate melting and related foundation problems.
-
Chedid, Mabel (2018-11). New In-situ Erosion Test and Maximum Allowable Scour Depth at Bridge Abutments.
-
Chen, Xingnian (2008-12). Numerical Study of Abutment Scour in Cohesive Soils.
-
Goudarzi, Anahita (2019-04). Steel and Geosynthetic Reinforcement-Soil Interaction.
-
Haniffa, Mifrokhah (2019-04). Improvement of The Observation Method to Predict Meander Migration by Using A Probabilistic Analysis.
-
Jeong, Sangseom (1992-04). Nonlinear three dimensional analysis of downdrag on pile groups.
-
Keshavarz, Mohammadreza (2018-11). Model Scale Experiment and Full-Scale Numerical Simulations of Geothermal Piles for Cooling Dominated Climate.
-
Khanna, Sumee (2005-12). Aging effects of environmental factors on rolled erosion control products.
-
Kim, Kang (2009-05). Design of Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Walls.
-
Kim, Kukjoo (2011-10). Numerical Simulation of Impact Rollers for Estimating the Influence Depth of Soil Compaction.
-
Kim, Nak-Kyung (1994-04). A beam-column method for tieback walls.
-
Kulkarni, Renu Uday (2008-08). A potential technique to determine the unsaturated soil shear strength parameter.
-
Li, Yanfeng (2004-08). Use of a BCD for compaction control.
-
Lim, Seok Gyu (2012-07). Development of Design Guidelines for Soil Embedded Post Systems Using Wide-flange I-beam to Contain Truck Impact.
-
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.
-
Mahdavi Kharanaghi, Mohammad (2020-07). LONG-TERM BEHAVIOR OF BALLAST IN RAILWAY EMBANKMENT UNDER HIGH-SPEED TRAIN AND FREIGHT TRAIN LOADING.
-
Makarim, Chaidir Anwar (1986-04). Pressuremeter method for single piles subjected to cyclic lateral loads in overconsolidated clay.
-
Mirdamadi, Alireza (2014-06). Deterministic and Probabilistic Simple Model for Single Pile Behavior under Lateral Truck Impact.
-
Montalvo Bartolomei, Axel M (2014-03). Observation Method to Predict Meander Migration and Vertical Degradation of Rivers.
-
Nicks, Jennifer Elizabeth (2011-02). The Bump at the End of the Railway Bridge.
-
Oh, Seung Jae (2011-02). Experimental Study of Bridge Scour in Cohesive Soil.
-
Park, Namgyu (2007-12). A prediction of meander migration based on large-scale flume tests in clay.
-
Patil, Prashant Madhukar (2019-04). Effect of Confining Pressure on The Cement Treated Soil.
-
Rezaei Tafti, Somayeh (2018-02). High Speed Train Geotechnics: Numerical and Experimental Simulation of Some Embankment Problems.
-
Rutherford, Cassandra Janel (2004-12). Design manual for excavation support using deep mixing technology.
-
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.
-
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.
-
Seo, Jeong Bok (2003-12). The bump at the end of the bridge: an investigation.
-
Shafii, Iman (2018-11). Relationship Between Erodibility and Properties of Soils.
-
Tucker, Stacey Elizabeth (2013-07). Non-Destructive Testing of Subsurface Infrastructure using Induced Polarization and Electrical Resistivity Imaging.
-
V Govindasamy, Anand (2009-05). Simplified Method for Estimating Future Scour Depth at Existing Bridges.
-
Wang, Jun (2006-05). The SRICOS-EFA method for complex pier and contraction scour.
-
Wang, Wei (2005-05). A hydrograph-based prediction of meander migration.
-
Wang, Yen-Chih (2020-07). Load-Deflection Characteristics of Laterally Loaded Large Diameter Piles.
-
Yao, Congpu (2013-04). LRFD Calibration of Bridge Foundations Subjected to Scour and Risk Analysis.
-
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.
-
Yu, Ok Y. (2009-05). Systems Approach and Quantitative Decision Tools for Technology Selection in Environmentally Friendly Drilling.
-
Zhang, Xiong (2004-08). Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils.
-
Zhang, Zihan (2018-11). Measurement of Hydrodynamic Forces on Gravel Particles in the Erosion Function Apparatus.
Background
education and training
- Ph.D. in Geotechnical Engineering, University of Ottawa - (Ottawa, Ontario, Canada) 1979
awards and honors
- Thomas A Middlebrooks Award, conferred by American Society of Civil Engineers - (Reston, Virginia, United States), 2016
- University Distinguished Professor, conferred by Texas A&M University - (College Station, Texas, United States), 2015
- Regents Fellow, conferred by Texas A&M University System - (College Station, Texas, United States), 2015
- Distinguished Members, conferred by American Society of Civil Engineers - (Reston, Virginia, United States), 2014
- President of the Federation of International Geoengineering Societies, conferred by International Society for Soil Mechanics and Geotechnical Engineering - (London, United Kingdom), 2014
- Jorge Osterberg Lecture Award, conferred by Deep Foundations Institute - (Hawthorne, New Jersey, United States), 2013
- President, conferred by International Society for Soil Mechanics and Geotechnical Engineering - (London, United Kingdom), 2009
- President of the Geo-Institute, conferred by American Society of Civil Engineers - (Reston, Virginia, United States), 2008
- Ralph B Peck Award, conferred by American Society of Civil Engineers - (Reston, Virginia, United States), 2007
- G.G. Meyerhof Foundation Engineering Award, conferred by Canadian Geotechnical Society - (Ottawa, Canada), 2006
- Treasurer of the Geo-Institute, conferred by American Society of Civil Engineers - (Reston, Virginia, United States), 2006
- Martin S Kapp Foundation Engineering Award, conferred by American Society of Civil Engineers - (Reston, Virginia, United States), 2006
- Member of the Board of Governors of the Geo-Institute, conferred by American Society of Civil Engineers - (Reston, Virginia, United States), 2004
- Spencer J. Buchanan Professorship, conferred by Texas A&M University - (College Station, Texas, United States), 2002
- Board Member, conferred by United States Universities Council on Geotechnical Education and Research, 2001
- Chair in the international committee on “Geotechnics of Soil Erosion “, conferred by International Society for Soil Mechanics and Geotechnical Engineering - (London, United Kingdom), 2001
- TTI/Zachry Senior Researcher Award, conferred by Texas A&M University - (College Station, Texas, United States), 1998
- Chair in the Technical Committee on Scour of Foundations, conferred by International Society for Soil Mechanics and Geotechnical Engineering - (London, United Kingdom), 1997
- Zachry Award for Excellence in Teaching, conferred by Texas A&M University - (College Station, Texas, United States), 1993
- Fellow, conferred by American Society of Civil Engineers - (Reston, Virginia, United States), 1993
- Spencer J. Buchanan Professorship, conferred by Texas A&M University - (College Station, Texas, United States), 1992
- TEES Fellow Award for Significant Contributions in Engineering Research, conferred by Texas A&M University - (College Station, Texas, United States), 1990
- TEES Fellow Award for Significant Contributions in Engineering Research, conferred by Texas A&M University - (College Station, Texas, United States), 1988
- Walter L Huber Civil Engineering Research Prize, conferred by American Society of Civil Engineers - (Reston, Virginia, United States), 1987
- Annual Student Forum, conferred by Canadian Geotechnical Society - (Ottawa, Canada), 1978
Contact
first name
- Jean-Louis
has last name
- Briaud
mailing address
-
Texas A&M University
Civil Engineering
3136 TAMU
College Station, TX 77843-3136
USA
Other
- briaud@tamu.edu