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Determining the Soil Water Characteristic Curve and Interfacial Contact Angle from Microstructural Analysis of X-Ray CT Images

Journal of geotechnical and geoenvironmental engineering, 2017-08, Vol.143 (8)

2017

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Sustainable Improvement of Tropical Residual Soil Using an Environmentally Friendly Additive

Geotechnical and geological engineering, 2017-12, Vol.35 (6), p.2613-2623

2017

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Evaluation of simplified methods for predicting earthquake-induced slope displacements in earth dams and embankments

Engineering geology, 2013-01, Vol.152 (1), p.180-193

2013

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Laboratory investigation and field evaluation of loess improvement using nanoclay – A sustainable material for construction

Construction & building materials, 2018-01, Vol.158, p.454-463

2018

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Improvement of Problematic Soils with Biopolymer—An Environmentally Friendly Soil Stabilizer

Journal of materials in civil engineering, 2017-02, Vol.29 (2)

2017

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Tropical residual soil stabilization: A powder form material for increasing soil strength

Construction & building materials, 2017-08, Vol.147, p.827-836

2017

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Applied bearing pressure beneath a reinforced soil foundation used in a geosynthetic reinforced soil integrated bridge system

Geotextiles and geomembranes, 2017-12, Vol.45 (6), p.580-591

2017

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Assessing the effects of supplementary cementitious materials on the performance of low-cement roller compacted concrete pavement

Construction & building materials, 2010-12, Vol.24 (12), p.2528-2535

2010

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Assessing soil compaction using continuous compaction control and location-specific in situ tests

Automation in construction, 2017-01, Vol.73, p.31-44

2017

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Xanthan gum biopolymer: an eco-friendly additive for stabilization of tropical organic peat

Environmental earth sciences, 2016-05, Vol.75 (9), p.1, Article 825

2016

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A method for correcting field strain measurements to account for temperature effects

Geotextiles and geomembranes, 2017-08, Vol.45 (4), p.250-260

2017

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Numerical Modeling of a Buried Pipe Subjected to Surface Loading: Parametric Study and Investigation of the Effect of Nonlinear Elastic Soil Behavior

Transportation infrastructure geotechnology, 2024-08, Vol.11 (4), p.1877-1902

2024

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Relationship between the Seismic Coefficient and the Unfactored Geosynthetic Force in Reinforced Earth Structures

Journal of geotechnical and geoenvironmental engineering, 2012-10, Vol.138 (10), p.1209-1221

2012

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An analytical approach for levee underseepage analysis

Journal of hydrology (Amsterdam), 2012-11, Vol.470-471, p.201-211

2012

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Column Supported Embankments with Geosynthetic Encased Columns: Validity of the Unit Cell Concept

Geotechnical and geological engineering, 2015-06, Vol.33 (3), p.425-442

2015

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Triaxial shear testing of polished slickensided surfaces

Landslides, 2011-12, Vol.8 (4), p.449-458

2011

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Simulation of aggregate behavior in low confinement geotechnical applications

Computers and geotechnics, 2020-09, Vol.125, p.103678, Article 103678

2020

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Required Unfactored Strength of Geosynthetic in Reinforced Earth Structures

Journal of geotechnical and geoenvironmental engineering, 2010-02, Vol.136 (2), p.281-289

2010

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Analytical Approach for Modeling Axisymmetric Levee Underseepage

Journal of geotechnical and geoenvironmental engineering, 2014-04, Vol.140 (4)

2014

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Direct shear testing of polished slickensided surfaces

Landslides, 2010-06, Vol.7 (2), p.157-167

2010

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A Comparison of Density-Based and Modulus-Based In Situ Test Measurements for Compaction Control

Geotechnical testing journal, 2012-05, Vol.35 (3), p.387-399

2012

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Exhumed Geogrid-Reinforced Retaining Wall

Journal of geotechnical and geoenvironmental engineering, 2010-10, Vol.136 (10), p.1311-1323

2010

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Modeling the Behavior of Geosynthetic Encased Columns: Influence of Granular Soil Constitutive Model

International journal of geomechanics, 2012-08, Vol.12 (4), p.357-369

2012

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Monitoring Field Lift Thickness Using Compaction Equipment Instrumented with Global Positioning System (GPS) Technology

Geotechnical testing journal, 2013-09, Vol.36 (5), p.1-13

2013

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Performance of quasilinear elastic constitutive models in simulation of geosynthetic encased columns

Computers and geotechnics, 2011-12, Vol.38 (8), p.998-1007

2011

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Determining the Soil Water Characteristic Curve and Interfacial Contact Angle from Microstructural Analysis of X-Ray CT Images

Sustainable Improvement of Tropical Residual Soil Using an Environmentally Friendly Additive

Evaluation of simplified methods for predicting earthquake-induced slope displacements in earth dams and embankments

Laboratory investigation and field evaluation of loess improvement using nanoclay – A sustainable material for construction

Improvement of Problematic Soils with Biopolymer—An Environmentally Friendly Soil Stabilizer

Tropical residual soil stabilization: A powder form material for increasing soil strength

Applied bearing pressure beneath a reinforced soil foundation used in a geosynthetic reinforced soil integrated bridge system

Assessing the effects of supplementary cementitious materials on the performance of low-cement roller compacted concrete pavement

Assessing soil compaction using continuous compaction control and location-specific in situ tests

Xanthan gum biopolymer: an eco-friendly additive for stabilization of tropical organic peat

A method for correcting field strain measurements to account for temperature effects

Numerical Modeling of a Buried Pipe Subjected to Surface Loading: Parametric Study and Investigation of the Effect of Nonlinear Elastic Soil Behavior

Relationship between the Seismic Coefficient and the Unfactored Geosynthetic Force in Reinforced Earth Structures

An analytical approach for levee underseepage analysis

Column Supported Embankments with Geosynthetic Encased Columns: Validity of the Unit Cell Concept

Triaxial shear testing of polished slickensided surfaces

Simulation of aggregate behavior in low confinement geotechnical applications

Required Unfactored Strength of Geosynthetic in Reinforced Earth Structures

Analytical Approach for Modeling Axisymmetric Levee Underseepage

Direct shear testing of polished slickensided surfaces

A Comparison of Density-Based and Modulus-Based In Situ Test Measurements for Compaction Control

Exhumed Geogrid-Reinforced Retaining Wall

Modeling the Behavior of Geosynthetic Encased Columns: Influence of Granular Soil Constitutive Model

Monitoring Field Lift Thickness Using Compaction Equipment Instrumented with Global Positioning System (GPS) Technology

Performance of quasilinear elastic constitutive models in simulation of geosynthetic encased columns

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