OOIR: Observatory of International Research

Papers

(The H4-Index of Transportation Geotechnics is 33. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2020-03-01 to 2024-03-01.)

Article	Citations
Review on biopolymer-based soil treatment (BPST) technology in geotechnical engineering practices	151
Predicting the compaction characteristics of expansive soils using two genetic programming-based algorithms	86
Using artificial neural network and genetics algorithm to estimate the resilient modulus for stabilized subgrade and propose new empirical formula	73
Tensile strength prediction of rock material using non-destructive tests: A comparative intelligent study	70
Soft computing based closed form equations correlating L and N-type Schmidt hammer rebound numbers of rocks	69
A novel approach for classification of soils based on laboratory tests using Adaboost, Tree and ANN modeling	68
Stabilization of highly expansive soils containing sulfate using metakaolin and fly ash based geopolymer modified with lime and gypsum	66
Calibration for discrete element modelling of railway ballast: A review	62
Strength and durability assessment of expansive soil stabilized with recycled ash and natural fibers	61
Shear strength and life cycle assessment of volcanic ash-based geopolymer and cement stabilized soil: A comparative study	57
Artificial intelligence forecasting models of uniaxial compressive strength	56
Investigation of the Kenaf fiber hybrid length on the properties of the cement-treated sandy soil	56
An efficient optimal neural network based on gravitational search algorithm in predicting the deformation of geogrid-reinforced soil structures	54
Compression and wetting induced volumetric behavior of loess: Macro- and micro-investigations	54
Introducing stacking machine learning approaches for the prediction of rock deformation	50
A new approach to particle shape classification of granular materials	47
Performance of clay stabilized by cementitious materials and inclusion of zeolite/alkaline metals-based additive	44
Pipeline burst-related ground stability in blowout condition	42
Use of secondary additives in fly ash based soil stabilization for soft subgrades	42
Centrifugal modeling of continuous shallow tunnels at active normal faults intersection	41
Geotechnical characterization of plastic waste materials in pavement subgrade applications	39
Experimental and ANN analysis of temperature effects on the permanent deformation properties of demolition wastes	38
Numerical study on stability of lignosulphonate-based stabilized surficial layer of unsaturated expansive soil slope considering hydro-mechanical effect	38
Performance of segmental and shotcrete linings in shallow tunnels crossing a transverse strike-slip faulting	37
Application of recycled tire polymer fibers and glass fibers for clay reinforcement	37

Review of current and future bio-based stabilisation products (enzymatic and polymeric) for road construction materials	37
Influence of Kaolin content on the cyclic loading response of railway subgrade	36
Evaluating and improving the construction and demolition waste technical properties to use in road construction	36
Mechanistic-empirical permanent deformation models: Laboratory testing, modelling and ranking	35
Large-scale direct shear testing of waste crushed rock reinforced with waste rubber as pavement base/subbase materials	34
Examining the relationship between two road performance indicators: Pavement condition index and international roughness index	33
Evaluation of particle shape on direct shear mechanical behavior of ballast assembly using discrete element method (DEM)	33
Developing hybrid ELM-ALO, ELM-LSO and ELM-SOA models for predicting advance rate of TBM	33