The discrete element modeling of rock and soil mass usually relies on tedious parameter adjustment and mechanical property testing operations to obtain appropriate mechanical parameters of the element. In this paper, based on the linear elastic contact theory, a discrete element model of rock samples was established based on discrete element software MatDEM with high-performance numerical analysis, and the actual mechanical properties of the model samples were predicted using a machine learning method, XGBoost algorithm. A certain amount of sample data sets was generated, and through numerical experiments, training, validation and test operation of the rock mechanical properties (compressive strength, Young's modulus, Poisson's ratio and te...
Due to the inherent geological complexity and characterization difficulties in rock formations, the ...
This study investigated the correlations between mechanical properties and mineralogy of granite usi...
Soil-rock mixtures (S-RMs), as a kind of special engineering geological material, need to be studied...
Numerical modelling techniques such as the discrete element method are now well established and exte...
This paper presents a machine learning-based approach to estimating the compressive strength and ela...
AbstractTwo-dimensional numerical direct shear tests were carried out using the Discrete Element Met...
The index mechanical properties, strength, and stiffness parameters of rock materials (i.e., uniaxia...
The study demonstrates the application of 3D Discrete Element Method in geomechanics by modelling th...
Due to the inherent geological complexity and characterisation difficulties in rock formations, the...
A discrete element model is proposed to examine rock strength and failure. The model is implemented ...
AbstractKnowledge of the strength and deformability of fractured rocks is important for design, cons...
The Discrete Element Method (DEM) appears as one of the most attractive methods for understanding ge...
The paper suggests a method based on machine learning techniques to predict the stress-strain relati...
Supervised machine learning and its algorithms are a developing trend in the prediction of rockfill ...
Every single particle is simulated by a polygon discrete element to capture the realistic shape of r...
Due to the inherent geological complexity and characterization difficulties in rock formations, the ...
This study investigated the correlations between mechanical properties and mineralogy of granite usi...
Soil-rock mixtures (S-RMs), as a kind of special engineering geological material, need to be studied...
Numerical modelling techniques such as the discrete element method are now well established and exte...
This paper presents a machine learning-based approach to estimating the compressive strength and ela...
AbstractTwo-dimensional numerical direct shear tests were carried out using the Discrete Element Met...
The index mechanical properties, strength, and stiffness parameters of rock materials (i.e., uniaxia...
The study demonstrates the application of 3D Discrete Element Method in geomechanics by modelling th...
Due to the inherent geological complexity and characterisation difficulties in rock formations, the...
A discrete element model is proposed to examine rock strength and failure. The model is implemented ...
AbstractKnowledge of the strength and deformability of fractured rocks is important for design, cons...
The Discrete Element Method (DEM) appears as one of the most attractive methods for understanding ge...
The paper suggests a method based on machine learning techniques to predict the stress-strain relati...
Supervised machine learning and its algorithms are a developing trend in the prediction of rockfill ...
Every single particle is simulated by a polygon discrete element to capture the realistic shape of r...
Due to the inherent geological complexity and characterization difficulties in rock formations, the ...
This study investigated the correlations between mechanical properties and mineralogy of granite usi...
Soil-rock mixtures (S-RMs), as a kind of special engineering geological material, need to be studied...