Discussion: A Fuzzy Classification Process for Swelling Soils [Transp. Infrastruct. Geotechnol. 10(3), 474-487]

• Journals
• DOI reference: 10.1007/s40515-023-00320-3

Discussion: Development of a Single-Point Method to Determine Soil Plastic Limit Using Fall-Cone Data [Geotech Geol Eng 41:4473-4485, 2023]

• Journals
• DOI reference: 10.1007/s10706-023-02679-z

Biopolymer stabilization of clayey soil

• Journals
• DOI reference: 10.1016/j.jrmge.2023.12.020

Statistical Reappraisal of the Wax and Mercury Methods for Shrinkage Limit Determinations of Fine-Grained Soils

• Journals
• DOI reference: 10.1007/s10706-024-02781-w

Unique Relationship Between Optimum Compaction Properties of Fine-Grained Soils Across Rational Compactive Efforts: A Validation Study

• Journals
• DOI reference: 10.1007/s40515-024-00390-x

Enhancing earth dam slope stability prediction with integrated AI and statistical models

• Journals
• DOI reference: 10.1016/j.asoc.2024.111999

Discussion of Strength Evaluation of Expansive Soil Stabilized with LeadZinc Mine Tailings and Cement: An Artificial Intelligence Approach [DOI: 10.1007/s42947-02400450-y]

• Journals
• DOI reference: 10.1007/s42947-024-00459-3

Sustainability in Ground Improvement: The Case of Xanthan Gum Biopolymer

• Book
• DOI reference: 10.1007/978-3-031-75313-8

Modeling the Effects of Particle Shape on Damping Ratio of Dry Sand by Simple Shear Testing and Artificial Intelligence

• Journals
• DOI reference: 10.3390/app13074363

Converting optimum compaction properties of fine-grained soils between rational energy levels

• Journals
• DOI reference: 10.1016/j.trgeo.2023.101096

Predicting the Strength Performance of Hydrated-Lime Activated Rice Husk Ash-Treated Soil Using Two Grey-Box Machine Learning Models

• Journals
• DOI reference: 10.3390/geotechnics3030048

Effects of particle shape on shear modulus of sand using dynamic simple shear testing

• Journals
• DOI reference: 10.1007/s12517-023-11524-9

Experimental study on cyclic simple shear behaviour of predominantly dilative silica sand

• Journals
• DOI reference: 10.1080/19386362.2022.2135226

Reappraisal of linear shrinkage test for plasticity index determination and classification of fine-grained soils

• Journals
• DOI reference: 10.1016/j.clay.2023.106920

Discussion of 'Factors influencing undrained strength of fine-grained soils at high water contents' [Geomechanics and Geoengineering 13(4), 276-287]

• Journals
• DOI reference: 10.1080/17486025.2021.2015457

Predicting the Compactability of Artificially Cemented Fine-Grained Soils Blended with Waste-Tire-Derived Aggregates

• Journals
• DOI reference: 10.1007/s40515-021-00214-2

Discussion: Effects of Plastic Waste Materials on Geotechnical Properties of Clayey Soil [DOI: 10.1007/s40515-020-00145-4]

• Journals
• DOI reference: 10.1007/s40515-022-00224-8

Cyclic swell-shrink behaviour of an expansive soil treated with a sulfonated oil

• Journals
• DOI reference: 10.1680/jgrim.19.00084

Tyre rubber and expansive soils: Two hazards, one solution

• Journals
• DOI reference: 10.1680/jcoma.18.00075

Review on IPCC Reports

• Book Chapters
• DOI reference: 10.1007/978-981-19-1898-8_5

Modeling the Compaction Characteristics of Fine-Grained Soils Blended with Tire-Derived Aggregates

• Book Chapters
• DOI reference: 10.3390/books978-3-0365-3420-6

Comments on 'Strength and Deformation Behavior of Fine-Grained Soils Reinforced with Hair Fibers and Its Application in Pavement Design' by Ayothiraman et al. [Journal of Natural Fibers, DOI: 10.1080/15440478.2021.1954129]

• Journals
• DOI reference: 10.1080/15440478.2022.2134260

Intermittent swelling and shrinkage of a highly expansive soil treated with polyacrylamide

• Journals
• DOI reference: 10.1016/j.jrmge.2021.04.009

Experiments and Dimensional Analysis of Waste Tire-Based Permeable Pavements

• Journals
• DOI reference: 10.1680/jgein.21.00029

Reappraisal of Fall-Cone Flow Curve for Soil Plasticity Determinations

• Journals
• DOI reference: 10.1520/GTJ20200312

Stabilization of a highly expansive soil using waste-tire-derived aggregates and lime treatment

• Journals
• DOI reference: 10.1016/j.cscm.2022.e01133

Discussion of "Behaviour of a Foam Mixture as a Lightweight Construction Material" [Int J of Geosynth and Ground Eng (2021) 7(3), 51]

• Journals
• DOI reference: 10.1007/s40891-022-00369-z

Comments on "Possibility of using torvane shear testing device for soil conditioning optimization by Avunduk et al. [Tunnelling and Underground Space Technology 107 (2021) 103665]

• Journals
• DOI reference: 10.1016/j.tust.2022.104459

Compressibility Behavior of Soft-Rigid Granular Mixtures Bound with Polyurethane Binder

• Journals
• DOI reference: 10.1061/(ASCE)GM.1943-5622.0002237

Discussion: Predicting Compaction Properties of Soils at Different Compaction Efforts

• Journals
• DOI reference: 10.1680/jgeen.22.00053

Discussion: The Impact of Variation of Gypsum and Water Content on the Engineering Properties of Expansive Soil [DOI: 10.1007/s40515-021-00192-5]

• Journals
• DOI reference: 10.1007/s40515-021-00216-0

Machine learning techniques for relating liquid limit obtained by Casagrande cup and fall cone test in low-medium plasticity fine grained soils [Eng. Geol. (2021) 294, 106381]

• Journals
• DOI reference: 10.1016/j.enggeo.2022.106746

An objective framework for determination of the air-entry value from the soil-water characteristic curve

• Journals
• DOI reference: 10.1016/j.rineng.2021.100298

Improved shear strength performance of compacted rubberized clays treated with sodium alginate biopolymer

• Journals
• DOI reference: 10.3390/polym13050764

Discussion: Determining the plasticity properties of high plastic clays: a new empirical approach [Arab J Geosci (2020) 13(11), 394]

• Journals
• DOI reference: 10.1007/s12517-021-06757-5

Discussion: A comparative study on the application of artificial intelligence networks versus regression analysis for the prediction of clay plasticity [Arab J Geosci (2021) 14(7), 534]

• Journals
• DOI reference: 10.1007/s12517-021-08566-2

Modeling the compaction characteristics of fine-grained soils blended with tire-derived aggregates

• Journals
• DOI reference: 10.3390/su13147737

Mechanical Performance of Tire-Derived Aggregate Permeable Pavements Under Live Traffic Loads

• Conference Proceedings
• DOI reference: 10.1007/978-3-030-77230-7_39

Improving the behaviours of expansive soils using recycled tyres

• Conference Proceedings
• DOI reference:

Infiltration rates of recycled tyre-based permeable asphalt pavements and future maintenance

• Conference Proceedings
• DOI reference:

Reappraisal of the astm/aashto standard rolling device method for plastic limit determination of fine-grained soils

• Journals
• DOI reference: 10.3390/geosciences11060247

Discussion of "the flow index of clays and its relationship with some basic geotechnical properties" by G. Spagnoli, M. Feinendegen, L. di Matteo, and D. A. Rubinos, published in geotechnical testing journal 42, no. 6 (2019): 1685-1700

• Journals
• DOI reference: 10.1520/GTJ20190423

A novel formula for the prediction of swelling pressure of compacted expansive soils

• Journals
• DOI reference: 10.1680/jgele.20.00010

Improved geotechnical behavior of an expansive soil amended with tire-derived aggregates having different gradations

• Journals
• DOI reference: 10.3390/min10100923

Discussion: Influence of external stress and initial density on the volumetric behavior of an expansive clay during wetting [Environ Earth Sci (2020) 79(10), 211]

• Journals
• DOI reference: 10.1007/s12665-020-09249-z

Field performance monitoring of waste tire-based permeable pavements

• Journals
• DOI reference: 10.1016/j.trgeo.2020.100384

Effect of pore water chemistry on the behaviour of a kaolin–bentonite mixture during drying and wetting cycles

• Journals
• DOI reference: 10.1080/19648189.2018.1428691

A dimensional description of the unconfined compressive strength of artificially cemented fine-grained soils

• Journals
• DOI reference: 10.1080/01694243.2020.1717804

Improving workability of cement paste backfill using new binders

• Conference Proceedings
• DOI reference:

Application of slag–cement and fly ash for strength development in cemented paste backfills

• Journals
• DOI reference: 10.3390/min9010022

A note on determination of the preconsolidation pressure

• Journals
• DOI reference: 10.1520/JTE20170689

Engineering reactive clay systems by ground rubber replacement and polyacrylamide treatment

• Journals
• DOI reference: 10.3390/polym11101675

Mechanical behavior of micaceous clays

• Journals
• DOI reference: 10.1016/j.jrmge.2019.04.001

Strength development and strain localization behavior of cemented paste backfills using Portland cement and fly ash

• Journals
• DOI reference: 10.3390/ma12203282

Comments on effect of wetting-drying-freezing-thawing cycles on the swelling behaviour of the Yanji mudstone [Environ Earth Sci (2019) 78: 435]

• Journals
• DOI reference: 10.1007/s12665-019-8522-7

A simplified method for determination of the soil–water characteristic curve variables

• Journals
• DOI reference: 10.1080/19386362.2017.1344450

Discussion of "Optimization of carpet waste fibers and steel slag particles to reinforce expansive soil using response surface methodology" by M. Shahbazi, M. Rowshanzamir, S.M. Abtahi, S.M. Hejazi [Appl. Clay Sci., doi:10.1016/j.clay.2016.11.027]

• Journals
• DOI reference: 10.1016/j.clay.2017.07.020

Discussion of "compaction and Strength Behavior of Tire Crumbles-Fly Ash Mixed with Clay" by Akash Priyadarshee, Arvind Kumar, Deepak Gupta, and Pankaj Pushkarna

• Journals
• DOI reference: 10.1061/(ASCE)MT.1943-5533.0002701

Optimization model for integrated river basin management with the hybrid WOAPSO algorithm

• Journals
• DOI reference: 10.1016/j.jher.2019.07.002

Swell–shrink–consolidation behavior of rubber–reinforced expansive soils

• Journals
• DOI reference: 10.1520/GTJ20170313

Consistency limits and compaction characteristics of clay soils containing rubber waste

• Journals
• DOI reference: 10.1680/jgeen.18.00042

Swell-shrink behavior of rubberized expansive clays during alternate wetting and drying

• Journals
• DOI reference: 10.3390/min9040224

Mechanical performance of Jute Fiber-reinforced micaceous clay composites treated with Ground-Granulated Blast-Furnace Slag

• Journals
• DOI reference: 10.3390/ma12040576

Discussion on "Effects of lime addition on geotechnical properties of sedimentary soil in Curitiba, Brazil" [J Rock Mech Geotech Eng 10 (2018) 188-194]

• Journals
• DOI reference: 10.1016/j.jrmge.2018.08.008

A sulphonated oil for stabilisation of expansive soils

• Journals
• DOI reference: 10.1080/10298436.2017.1408270

Interfacial shear strength of rubber-reinforced clays: A dimensional analysis perspective

• Journals
• DOI reference: 10.1680/jgein.18.00045

Experiments and dimensional analysis of contaminated clay soils

• Journals
• DOI reference: 10.1680/jenge.18.00018

Expansion, consolidation, compaction and strength characteristics of rubber-reinforced expansive soils

• Conference Proceedings
• DOI reference:

Stabilization of soft clay using short fibers and poly vinyl alcohol

• Journals
• DOI reference: 10.1016/j.geotexmem.2018.05.001

Rubber powder-polymer combined stabilization of South Australian expansive soils

• Journals
• DOI reference: 10.1680/jgein.18.00009

Swell–compression characteristics of a fiber–reinforced expansive soil

• Journals
• DOI reference: 10.1016/j.geotexmem.2017.11.009

A framework for interpretation of the compressibility behavior of soils

• Journals
• DOI reference: 10.1520/GTJ20170088

Treatment of expansive soils with quality saline pore water by cyclic drying and wetting

• Journals
• DOI reference: 10.22059/JDESERT.2015.54085

Swelling Potential of a Stabilized Expansive Soil: A Comparative Experimental Study

• Journals
• DOI reference: 10.1007/s10706-017-0204-1

Discussion of "Compressibility Behavior of Soils: A Statistical Approach" by Syed Iftekhar Ahmed and Sumi Siddiqua [Geotechnical and Geological Engineering, doi: 10.1007/s10706-016-9996-7]

• Journals
• DOI reference: 10.1007/s10706-016-0062-2

Models for predicting the seepage velocity and seepage force in a fiber reinforced silty soil

• Journals
• DOI reference: 10.1016/j.compgeo.2016.02.002