Infiltration that causes failure of Highway Slopes Made of Highly Plastic Clay, TRB Webinar (part of The National Academies of Sciences, Engineering, and Medicine) presented on April 27, 2021, sponsored by the AKG 40 committee.
101th Transportation research board meeting in January 2021 at Washington D.C., Lectern presentation titled Mapping the Extent of Landslides on Highway Slopes using Electrical Resistivity Imaging, Drones and LiDAR Imaging (Sponsoring Committee: AKG 20 Standing Committee on Soil and Rock Properties)
Khan, S. (2021, December). Climate Resilient Landslide Repair Using Deep Rooted Vetiver Grass on Expansive Soil. In AGU Fall Meeting Abstracts (Vol. 2021, pp. NH12A-02).
Khan, M. S., Amini, F., & Nobahar, M. (2020). Performance evaluation of highway slopes on Yazoo clay (No. FHWA/MDOT-RD-20-286). Mississippi. Dept. of Transportation.
Nobahar, M., Salunke, R., Khan, M. S., & Amini, F. (2022). Development of Soil Moisture Content and Soil Matric Suction Model Based on Field Instrumentation and Electrical Resistivity Imaging (ERI) for Highway Slopes Constructed on High Expansive Clay Soil. Geotechnics, 2(3), 671–705.
101th Transportation research board meeting in January 2021 at Washington D.C., poster presentation titled TRBAM 22-02642 Identifying Unsaturated Variations of Highway Slopes Using Coupled Electrical Resistivity Imaging and Field Instrumentation (Sponsoring Committee: AKG 40 Standing Committee on Mechanics and Drainage of Saturated and Unsaturated Geomaterials)
Kim, K., Riley, S., Fischer, E., & Khan, S. (2022). Greening Roadway Infrastructure with Vetiver Grass to Support Transportation Resilience. CivilEng, 3(1), 147-164.
101th Transportation research board meeting in January 2021 at Washington D.C., Lectern presentation titled TRBAM 22-03660 Performance-Based Design Method for Multiple Helices of Helical Pile in Cohesionless Soil (Sponsoring Committee: AKG 70 Standing Committee on Foundations of Bridges and Other Structures)
Khan, M. S., Nobahar, M., Ivoke, J., & Amini, F. (2022). Numerical Investigation of Hydraulic Conductivity Variation on Highway Slopes Made of Expansive Yazoo Clay. Transportation Research Record, 03611981221099508.
Salunke, R., Khan, S., Nobahar, M., Alzeghoul, O., & Chia, H. (2021, December). Assessment of Failed Highway Slopes Constructed on Expansive Clay using Electrical Resistivity Imaging (ERI) and Field Monitoring Data. In AGU Fall Meeting Abstracts (Vol. 2021, pp. H32A-03).
Salunke, R., Khan, S., Nobahar, M., Chia, H., & Alzeghoul, O. (2021, December). Multi-faceted slope performance monitoring of a failed slope built on expansive clay. In AGU Fall Meeting Abstracts (Vol. 2021, pp. IN21B-07).
Khan, S. (2021, December). Climate Resilient Landslide Repair Using Deep Rooted Vetiver Grass on Expansive Soil. In AGU Fall Meeting Abstracts (Vol. 2021, pp. NH12A-02).
2021 MS ASCE Section Meeting in Gulfport, MS from September 15-17, 2021, podium presentation, “Proactive Landslide Repair on Yazoo Clay Using Deep Rooted Vetiver Grass”.
Khan, M. S., Nobahar, M., Hossain, M. S., & Ivoke, J. (2021). Investigation of a Highway Slope Failure on Yazoo Clay Using Electrical Resistivity Imaging (ERI). In Geo-Extreme 2021 (pp. 255-265).
Geo-Extreme 2021 in Savanah, GA from Nov 7-10, 2021, podium presentation titled “Prediction of Matric Suction of Highway Slopes Using Autoregression Artificial Neural Network (Ann) Model”.
Geo-Extreme 2021 in Savanah, GA from Nov 7-10, 2021, podium presentation titled “Coupled Hydro-Mechanical Analysis of Highway Slopes on Expansive Soil Subjected To Rainfall”.
IFCEE 2021: International Foundations Congress & Equipment Expo in Dallas, Texas from May 10-14, 2021, podium presentation titled “Investigation of Underground Water Leakage using Ground Penetration Radar (GPR)”.
IFCEE 2021: International Foundations Congress & Equipment Expo in Dallas, Texas from May 10-14, 2021, poster presentation titled “Field Performance of a Highway Slope Made of Expansive Yazoo Clay in Mississippi”.
Hossain, S., Khan, S., & Kibria, G. (2017). Sustainable slope stabilisation using recycled plastic pins. CRC Press.
Nobahar, M., Khan, M. S., Stroud, M., Amini, F., & Ivoke, J. (2021). Progressive Development of the Perched Water Zone in Highway Slopes Made of Highly Plastic Clay. Transportation Research Record, 2675(9), 715-728.
100th Transportation research board meeting in January 2021 at Washington D.C., poster presentation titled “Simplified Design Method for Small Diameter Helical Pile”.
100th Transportation research board meeting in January 2021 at Washington D.C., poster presentation titled “Evaluation of Effective Stress-Beta Method’s Design Coefficients Using Machine Learning”.
100th Transportation research board meeting on January 2021 at Washington D.C., poster presentation titled “Data Driven Soil Moisture Prediction Model Using Artificial Neural Network (ANN)”.
Ivoke, J., Khan, M. S., & Nobahar, M. (2021). Unsaturated Hydraulic Conductivity Variation of Expansive Yazoo Clay with Wet-Dry Cycles. Transportation Research Record, 2675(10), 629-641.
Louisiana Transportation Conference on March 1-4, 2020 at Baton Rouge, LA, podium presentation on “Slope Stabilization using Recycled Plastic Pins”
Khan, M. S., Ivoke, J., Nobahar, M., & Amini, F. (2022). Artificial Neural Network (ANN) based Soil Temperature model of Highly Plastic Clay. Geomechanics and Geoengineering, 17(4), 1230-1246.
Khan, M. S., Ivoke, J., Nobahar, M., & Amini, F. (2022). Artificial Neural Network (ANN) based Soil Temperature model of Highly Plastic Clay. Geomechanics and Geoengineering, 17(4), 1230-1246.
99th Transportation research board meeting on January 12 to January 16, 2020 at Washington D.C., Poster Presentation on “Artificial Neural Network (ANN) based predictive Soil Temperature model of High Plastic Yazoo Clay”
99th Transportation research board meeting on January 12 to January 16, 2020 at Washington D.C., Poster Presentation on “Failure Analysis of a Instrumented Highway Slope on Yazoo Clay”
99th Transportation research board meeting on January 12 to January 16, 2020 at Washington D.C., Poster Presentation on “Safety Prediction Model for Reinforced Highway Slope Using Machine Learning Method”
SSCET 2019 in September 13, 2019 in New Orleans, LA, podium presentation titled "Highway slopes made of Yazoo clay: Failure Mechanism and Possible Repair"
2019 Geo-Congress held on March 24 - 27, 2019 in Philadelphia, PA, poster presentation titled “Effect of wet-dry cycle on the void ratio of expansive yazoo clay soil”.
2019 Geo-Congress held on March 24 - 27, 2019 in Philadelphia, PA, poster presentation titled “Progressive Change in Shear Strength of Yazoo Clay Soil”.
98th Annual Meeting of Transportation Research Board, January 13-17, 2019, Washington, DC, USA, Poster Presentation titled “Impact of Wet-Dry Cycles on The Stability of Highway Slope Made of Yazoo Clay Soil”.
98th Annual Meeting of Transportation Research Board, January 13-17, 2019, Washington, DC, USA, Poster Presentation titled “Numerical Investigation of Slope Stabilization Using Recycled Plastic Pin on Yazoo Clay”.
98th Annual Meeting of Transportation Research Board, January 13-17, 2019, Washington, DC, USA, Poster Presentation titled “Progressive Change in Stability of A Highway Slope Made of Yazoo Clay Soil”.
97th Annual Meeting of Transportation Research Board, January 7-11, 2018, Washington, DC, USA, presented in TRB committee on soil an rock properties (AFP30) meeting. Presentation titled “Simplified Design Method of Slope Stabilization Using Recycled Plastic Pin.”
97th Annual Meeting of Transportation Research Board, January 7-11, 2018, Washington, DC, USA, poster presentation titled “Simplified Design Method of Slope Stabilization Using Recycled Plastic Pin.”
97th Annual Meeting of Transportation Research Board, January 7-11, 2018, Washington, DC, USA, poster presentation titled “Effect of Rainfall on Slope made of Yazoo Clay soil in Mississippi.”
Pan-AM Unsat 2017, held on Nov 12-15, 2017 in Dallas, TX, Lectern Presentation Title: “Determination of Spatial Variation of Unsaturated Vertical Permeability”.
Pan-AM Unsat 2017, held on Nov 12-15, 2017 in Dallas, TX, Lectern Presentation Title: “Rainfall Induced Shallow Slope Failure over Yazoo Clay in Mississippi”.
GeoRisk 2017, held on June 4-7, 2017 in Denver, CO, Lectern Presentation Title: “Parametric Study on Slope Stability using Recycled Plastic Pin”.
9th Geo3 T2 Conference (2017), held on April 11 to April 12 in Cary, NC. Lectern Presentation title: “Design Method for Slope Stabilization Using Recycled Plastic Pin”.
9th Geo3 T2 Conference (2017), held on April 11 to April 12 in Cary, NC. Lectern Presentation title: “Case Studies: Long Term Performance of Highway Slopes Stabilized with Recycled Plastic Pin”.
STGEC 2016: November 7 – 10, 2016, Biloxi, MS, Lectern presentation titled “Expansive Clay Problems in Transportation Geotechnics: Site Investigation, Performance Monitoring and Sustainable Solutions.”
SSCET 2016, August 26, 2016, Jackson, MS, Lectern presentation titled “Sustainable Slope Stabilization Using Recycled Plastic Pin”.
95th Annual Meeting of Transportation Research Board, January 10-14, 2016, Washington, DC, USA, presented in TRB Subcommittee on Geophysics (AFP20(1)) meeting. Presentation titled “Site Investigation of Highway Slopes using Electrical Resistivity Imaging Technique.”
95th Annual Meeting of Transportation Research Board, January 10-14, 2016, Washington, DC, USA, Poster presentation titled “Determination of Active Zone in Expansive Clay in North Texas through Field Instrumentation.”
MS ASCE section meeting, Sep 30-Oct 2, 2015, Raymond, MS, Lectern presentation titled “Site Investigation of Highway Slopes Using Electrical Resistivity Imaging Technique”.
MS ASCE section meeting, Sep 30-Oct 2, 2015, Raymond, MS, Lectern presentation titled “Stabilization of Shallow Slope failure on Expansive Clay using Recycled Plastic Pin”.
8th Geo3 T2 Conference (2015), held on April 9 to April 10 in Cary, NC. Lectern Presentation title: “Stabilization of Shallow Slope failure on Expansive Clay using Recycled Plastic Pin”.
8th Geo3 T2 Conference (2015), held on April 9 to April 10 in Cary, NC. Poster Presentation title: “Site Investigation of Highway Slopes Using Resistivity Imaging Technique”.
8th Geo3 T2 Conference (2015), held on April 9 to April 10 in Cary, NC. Poster Presentation title: “Behavior of Expansive Subgrade on A State Highway in North Texas”.
94th TRB (2015), held on January 11 to January 15, 2015 in Washington, D.C. Poster Presentation Title: “Effect of Shrinkage and Swelling Behavior of High Plastic Clay on the Performance of a Highway Slope Reinforced with Recycled Plastic Pin.”
94th TRB (2015), held on January 11 to January 15, 2015 in Washington, D.C. Poster Presentation Title: “Investigation of Shallow Failure of a Highway Slope Constructed over Expansive Soil”.
GeoCongress 2014 held on February 23 to February 26, 2014 in Atlanta, GA, Poster Presentation title: “A Numerical Study on Slope Stabilization using Recycled Plastic Pin”
GeoCongress 2014 held on February 23 to February 26, 2014 in Atlanta, GA, Poster Presentation title: “Temporary Lateral Support of a Concrete Retaining Wall Footing using Recycled Plastic Pin”
Geo-Congress 2013, held on March 3 to March 6, 2013 in San Diego, CA. Lectern Presentation title: “Performance Evaluation of a Slope Reinforced with Recycled Plastic Pin”
2013 Texas Section Spring Conference & Centennial Celebration held on March 19 to March 23, 2013 in Corpus Christi, TX. Lectern Presentation title: “Field Performance of A Highway Slope in Texas Reinforced with Recycled Plastic Pin”
92nd TRB meeting (2013), held on January 13 to January 14, 2013 in Washington D.C. Lectern Presentation title: “A Comparative Study on Compressive Strength of Recycled Plastic Pin, Wood Lumber and Bamboo at Different Environmental Conditions”
Geo-Congress 2012, held on March 25 to March 29, 2012 in Oakland, CA. Poster presentation title: “Determining Unknown Bridge Foundation depth by Resistivity Imaging (RI) method”
Geo-Frontier 2011, held on March 13 to March 16, 2011 in Dallas, TX. Poster presentation title: “Determination of Unknown foundation depth using NDT methods”.