Mohammad Rezania
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View article: Influence of composition, compaction and wetting drying cycles on the leachates from two hydraulically bound coal mine wastes
Influence of composition, compaction and wetting drying cycles on the leachates from two hydraulically bound coal mine wastes Open
Coal mine waste (CMW) poses many environmental challenges globally. They are mostly stored in coal tips or utilised as raw materials in low value landscaping applications within the mine site or in local proximity. To widen and valorise it…
View article: Editorial: Here to bridging tradition and innovation: a prelude to the <i>Journal of Machine Learning and Data Science in Geotechnics</i>
Editorial: Here to bridging tradition and innovation: a prelude to the <i>Journal of Machine Learning and Data Science in Geotechnics</i> Open
The field of geotechnical engineering has long relied on empirical knowledge, deterministic models and numerical approaches to address challenges associated with soil and rock behaviour and related designs. However, as infrastructure proje…
View article: The Mineralogical Composition and Mechanical Characteristics of Selected European Coal Mining Waste Samples and Their Experimental Correlation
The Mineralogical Composition and Mechanical Characteristics of Selected European Coal Mining Waste Samples and Their Experimental Correlation Open
Globally, there is a vast amount of coal mining waste (CMW) currently stored in spoil tips and tailing dams, presenting a significant source of potentially recoverable geomaterial for construction and geotechnical applications. In the lite…
View article: Stochastic hazard assessment framework of landslide blocking river by depth-integrated continuum method and random field theory
Stochastic hazard assessment framework of landslide blocking river by depth-integrated continuum method and random field theory Open
Landslide-induced barrier dams pose a threat to the safety of humans, livestock and nearby infrastructures. The efficient assessment of landslide blocking river is crucial for disaster prevention and mitigation solutions. This study propos…
View article: An improved BUS approach for Bayesian inverse analysis of soil parameters incorporating extensive field data
An improved BUS approach for Bayesian inverse analysis of soil parameters incorporating extensive field data Open
This study addresses the complexities encountered when integrating site-specific field data into the Bayesian inverse analysis of soil parameters in geotechnical structures. Traditional Bayesian methods, such as Markov Chain Monte Carlo (M…
View article: Multivariate copula-based framework for stochastic analysis of landslide runout distance
Multivariate copula-based framework for stochastic analysis of landslide runout distance Open
The increasing frequency of landslide disasters worldwide highlights the importance of accurate prediction of post-failure runout distances for effective risk management. However, the prediction of runout distances of gravitational mass fl…
View article: Probabilistic assessment of 3D slope failures in spatially variable soils by cooperative stochastic material point method
Probabilistic assessment of 3D slope failures in spatially variable soils by cooperative stochastic material point method Open
Accurate assessment of slope failures and their large deformations is critical for effective landslide mitigation. This study introduces the new Cooperative Stochastic Material Point Method (CSMPM), addressing challenges in probabilistic c…
View article: Influence of Uncalcined Coal Gangue on the Microstructure and Properties of Magnesium Ammonium Phosphate Cement
Influence of Uncalcined Coal Gangue on the Microstructure and Properties of Magnesium Ammonium Phosphate Cement Open
This paper proposes a new method of reusing uncalcined coal gangue (UCG) as a mineral admixture in the magnesium ammonium phosphate cement (MAPC) blended with fly ash (FA). The effects of UCG on setting time, workability, hydration heat re…
View article: Comprehensive post-failure analysis of rainfall-induced landslides subjected to various rainfall patterns
Comprehensive post-failure analysis of rainfall-induced landslides subjected to various rainfall patterns Open
Rainfall infiltration presents a significant hazard to slope stability in various global regions. While most previous researches focus on the variations in the factor of slope safety under rainfall infiltration, there is a notable lack of …
View article: Efficient Stochastic Analysis of Landslide Post-Failure Characteristics Using Dimension Reduction Method and Machine Learning
Efficient Stochastic Analysis of Landslide Post-Failure Characteristics Using Dimension Reduction Method and Machine Learning Open
Landslides pose a significant global threat due to their sudden occurrence and their widespread influence. The inherent spatial variability of soil properties brings great uncertainty to the post-failure behavior of landslides. Generally, …
View article: Thermal Creep and Stress Relaxation of London Clay
Thermal Creep and Stress Relaxation of London Clay Open
This paper investigates the effect of temperature variations on the creep and stress relaxation behavior of clay samples from London Bank Station. The independent and coupled effects of strain rate and temperature on one-dimensional (1D) s…
View article: Early age hydration behaviour of foam concrete containing a coal mining waste: novel experimental procedures and effects of capillary pressure
Early age hydration behaviour of foam concrete containing a coal mining waste: novel experimental procedures and effects of capillary pressure Open
Globally, coal mining wastes (CMWs) are associated with significant environmental and economic costs. Processing CMW into an ingredient of foam concrete is a promising solution but the behaviour of this particular construction material has…
View article: Machine learning-based estimation of soil’s true air-entry value from GSD curves
Machine learning-based estimation of soil’s true air-entry value from GSD curves Open
The application of machine learning (ML) methods has proven to be promising in dealing with a wide range of geotechnical engineering problems in recent years. ML methods have already been used for the prediction of soil water retention cur…
View article: Uncertainty quantification of landslide runout motion considering soil interdependent anisotropy and fabric orientation
Uncertainty quantification of landslide runout motion considering soil interdependent anisotropy and fabric orientation Open
Natural soils often exhibit an anisotropic fabric pattern as a result of soil deposition, weathering, or filling. This paper aims to investigate the effect of soil interdependent anisotropy and fabric orientation on runout motions of lands…
View article: Effect of Soil Moisture Evaporation Rate on Dynamic Measurement of Water Retention Curve with High-Capacity Tensiometer
Effect of Soil Moisture Evaporation Rate on Dynamic Measurement of Water Retention Curve with High-Capacity Tensiometer Open
This paper investigates the effect of soil moisture evaporation rate on the soil water retention curve (SWRC) of clays obtained using high-capacity tensiometer (HCT) technique and following the continuous drying (dynamic) method. SWRC meas…
View article: Adaptive anisotropic constitutive modeling of natural clays
Adaptive anisotropic constitutive modeling of natural clays Open
In this paper, an adaptive anisotropic constitutive model, namely AA1‐CLAY, is developed for clays based on the critical state framework. The model has a non‐associated flow rule, and it can also reduce to basic critical state constitutive…
View article: Geological and Geotechnical Characteristics of London Clay from the Isle of Sheppey
Geological and Geotechnical Characteristics of London Clay from the Isle of Sheppey Open
The paper describes a series of experimental testing on natural stiff London clay samples retrieved from the New Hook Farm in the Isle of Sheppey, UK. The experimental program includes determination of macroscopic and microscopic propertie…
View article: Rate Dependency and Stress Relaxation of Unsaturated Clays
Rate Dependency and Stress Relaxation of Unsaturated Clays Open
This paper presents the experimental program conducted for evaluation of the rate-dependent and stress-relaxation behavior of unsaturated reconstituted London clay. A series of drained constant rate of strain (CRS) compression-relaxation t…
View article: Creep and consolidation of a stiff clay under saturated and unsaturated conditions
Creep and consolidation of a stiff clay under saturated and unsaturated conditions Open
In this paper, the one-dimensional (1D) time-dependent behaviour of natural and reconstituted London Clay samples under saturated and unsaturated conditions is studied. For this purpose, a set of 1D consolidation tests including multi-stag…
View article: A CRS Oedometer Cell for Unsaturated and Non-Isothermal Tests
A CRS Oedometer Cell for Unsaturated and Non-Isothermal Tests Open
Research into the thermo-hydromechanical (THM) behavior of unsaturated soils and the effect of strain rate on their mechanical responses requires the employment of advanced laboratory testing systems and procedures as well as protocols of …