4.7 Article

Numerical investigation of rock sphere breakage upon oblique impact: effect of the contact friction coefficient and impact angle

期刊

COMPUTERS AND GEOTECHNICS
卷 136, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2021.104207

关键词

Oblique impact; Breakage; Rockfall; Rock block; Discrete element simulation

资金

  1. National Natural Science Foundation of China (CN) [41772308]
  2. China postdoctoral Science foundation [2020M672415]
  3. Fundamental Research Funds for the Central Universities [2042020kf1035]

向作者/读者索取更多资源

Discrete element simulations were used to examine the breakage behavior of marble spheres upon oblique impact, leading to the proposal of a modeling method that successfully matched laboratory results. The study highlighted the importance of contact friction coefficient and impact angle in determining the breakage patterns of brittle particles under impact.
Discrete element simulations are performed to better understand the breakage of marble spheres upon oblique impact. The influence of the contact friction coefficient and impact angle on the impact-induced breakage is considered. A modelling method for oblique impact is proposed. Detailed parameter calibration and verification of the modelling method were performed. The oblique simulations show that the laboratory breakage behaviour of marble spheres upon normal and oblique impact is well matched through the proposed modelling method. Tensile and shear breakage patterns are observed in laboratory tests and simulations and are significantly influenced by the contact friction coefficient and impact angle. The shear component of the impact velocity determines the breakage at a low impact angle and high contact friction coefficient, while the normal component dominates the breakage at a high impact angle or low contact friction coefficient. The damage ratio, contact force and fragment characteristics are also analysed. Two constants, i.e., the critical shear contact force and critical normal contact force, are obtained. Finally, a comprehensive breakage criterion for brittle particles under oblique impact is proposed. The breakage patterns of brittle particles can easily be determined through the proposed breakage criterion.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

Article Engineering, Civil

Investigation of the Permeability of Soil-rock Mixtures Using Lattice Boltzmann Simulations

Lei Jin, Yawu Zeng, Jingjing Li, Hanqing Sun

Summary: Based on the virtual slicing technique, random pore-structural models of soil-rock mixtures were constructed and simulated using the discrete element method and three-dimensional lattice Boltzmann method. The study found that the permeability of soil-rock mixtures decreases significantly with increasing rock content, but increases with increasing rock size. Additionally, rock shape and orientation also influence the permeability, with different effects observed for different rock shapes.

PERIODICA POLYTECHNICA-CIVIL ENGINEERING (2021)

Article Materials Science, Multidisciplinary

An experimental study on the influence of multiple contacts and size on contact behavior of marble sphere

Yang Ye, Yawu Zeng, Hanqing Sun, Yang Liu, Xi Chen, Wunjun Ma

Summary: The study revealed the influence of particle size, lateral contact force, and coordination number on contact behavior and particle breakage through compression tests.

GRANULAR MATTER (2021)

Article Engineering, Chemical

An experimental and theoretical study of the cyclic contact behaviour for rock sphere

Yang Ye, Yawu Zeng, Hanqing Sun, Xi Chen, Shufan Cheng, Wenjun Ma

Summary: Improved knowledge of cyclic contact behaviour of brittle particle can be obtained through cyclic compression tests and elastoplastic contact theory. The study reveals significant differences in cyclic contact behaviour between the first cycle and subsequent cycles, and proposes modified contact models to accurately reproduce experimental results. The semi-theoretical cyclic contact model shows good agreement with the main characteristics of cyclic contact behaviour.

POWDER TECHNOLOGY (2021)

Article Engineering, Geological

A Simplified form of Grasselli's 3D Roughness Measure θmax*/(C+1)

Xi Chen, Yawu Zeng, Yang Ye, Hanqing Sun, Zhicheng Tang, Xiaobo Zhang

ROCK MECHANICS AND ROCK ENGINEERING (2021)

Article Computer Science, Interdisciplinary Applications

A novel 3D-FDEM method using finite-thickness cohesive elements to simulate the nonlinear mechanical behaviors of rocks

Yang Ye, Jianwu Ma, Zhijun Wu, Yawu Zeng

Summary: A novel three-dimensional finite-discrete element method (3D-FDEM) was proposed to capture the crack closure behavior and high UCS/TS ratio in highly fractured rocks. The results show that crack intensity and width significantly influence the occurrence of the crack closure stage and the evolution process of tangent modulus. The method can capture the evolution trends of tangent modulus of various rock materials through a combination of stiffness degradation and failure of cohesive elements and initial microcrack closure.

COMPUTERS AND GEOTECHNICS (2021)

Article Engineering, Geological

Three-dimensional DEM simulation of the nonlinear crack closure behaviour of rocks

Yang Ye, Yawu Zeng, Shufan Cheng, Xi Chen, Hanqing Sun

Summary: In this study, a numerical method combining the notional surface method and flat-joint model was proposed to simulate crack-closure behavior in three-dimensional rock samples. The method allows for the insertion of pre-existing microcracks and captures various trends in the evolution of the crack-closure stage. The results showed that crack intensity and width significantly affect crack-closure behavior, and a calibration procedure was developed to match the mechanical parameters and crack-closure behavior of sandstone.

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS (2022)

Article Engineering, Geological

An experimental study of the contact mechanical behaviour of marble spheres under cyclic loading

Yang Ye, Yawu Zeng, Hanqing Sun, Wenjun Ma, Xi Chen, Zhixiong Peng

Summary: This study investigated the fracture types and displacement changes of marble spheres through cyclic compression tests and scanning electron microscopy (SEM) imaging measurements. The results showed that the displacement in cyclic compression tests can be larger than that in monotonic compression tests, and mineral fragmentation, plastic shear sliding, and crack closure caused obvious residual displacement. Hertzian cracks were produced due to densification and shear strength degradation under cyclic loading, and the amplitude and cyclic loading frequency influenced the failure times and dynamic secant stiffness of marble spheres.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2022)

Article Engineering, Geological

A Dimensionless Rock Damage Constitutive Model under an Improved Harris Distribution

H. Zhang, S. Chen, L. Wang, S. Cheng

Summary: This study applies an improved Harris distribution function to describe the heterogeneity and randomness of rock material and micro-unit damage. A new damage constitutive model is established and validated through triaxial compression tests.

SOIL MECHANICS AND FOUNDATION ENGINEERING (2022)

Article Computer Science, Interdisciplinary Applications

A study of Hydraulic fracture propagation in laminated shale using extended finite element method

Yinghao Deng, Yang Xia, Di Wang, Yan Jin

Summary: This study investigates the mechanism of hydraulic fracture propagation in laminated shale, develops a numerical solver, and validates the effectiveness of the method through simulation experiments. The study also examines the influence of the interaction between hydraulic fractures and weak interfaces on the mechanical properties of shale.

COMPUTERS AND GEOTECHNICS (2024)

Article Computer Science, Interdisciplinary Applications

A thermodynamic constitutive model for structured and destructured clays

Zhichao Zhang, Mingfei Feng, Guangshuo Zhou, Zhenglong Xu

Summary: A thermodynamic constitutive model for structured and destructured clays is proposed in this paper. The model includes state-dependent relations of hyperelasticity and plasticity without the concept of yielding surface. The proposed model captures the couplings between elasticity and plasticity and the effects of bonding structure.

COMPUTERS AND GEOTECHNICS (2024)

Article Computer Science, Interdisciplinary Applications

Influence of particle shape on creep and stress relaxation behaviors of granular materials based on DEM

Deze Yang, Xihua Chu

Summary: Creep and stress relaxation behaviors in granular materials are influenced by the time-dependent changes in their microstructure, with particle shape playing a significant role. However, the effects of particle shape on these behaviors are still not well understood. In this study, 3D DEM models incorporating the rate process theory and superellipsoids are used to simulate creep and stress relaxation in granular samples with different aspect ratios and blockiness. The results show that both aspect ratio and blockiness have a significant influence on creep and stress relaxation, with aspect ratio affecting creep through contact force ratio and blockiness affecting stress relaxation through variation in normal contact force anisotropy. These findings provide insights into the effects of particle shape on creep and stress relaxation in granular assemblies.

COMPUTERS AND GEOTECHNICS (2024)

Article Computer Science, Interdisciplinary Applications

Modified non-dominated sorting genetic algorithm-II for the optimal design of soil-concrete periodic plane wave barriers

Shahab Amanat, Kourosh Gholami, Reza Rafiee-Dehkharghani, Dipanshu Bansal

Summary: This paper investigates the optimal design of wave barriers using the modified non-dominated sorting genetic algorithm-II (NSGA-II) and the Bloch-Floquet theory. The aim is to find the optimal design of plane wave barriers with a wide bandgap at a low-frequency range and low construction cost. The study develops a modified NSGA-II algorithm to determine the optimal arrangement of concrete in wave barrier unit cells. The performance of the optimal barriers is examined through finite element simulation and their efficacy in attenuating plane S-waves is verified.

COMPUTERS AND GEOTECHNICS (2024)

Article Computer Science, Interdisciplinary Applications

Elastic-viscoplastic model for coarse-grained soil considering particle breakage

Yanlin Su, Guoqing Cai, Fengjie Yin, Yepeng Shan, Annan Zhou

Summary: This paper presents a novel elastic-viscoplastic constitutive model that takes into account particle breakage to reproduce the time-dependent behavior of coarse-grained soil. The model integrates the Unified Hardening (UH) model, the elastic-viscoplastic (EVP) model, and the overstress theory. The relationship between particle breakage and loading rate is established, and state variables associated with the critical state of coarse-grained soil are derived to consider both time and particle breakage. A three-dimensional elastic-viscoplastic constitutive model is constructed by combining a one-dimensional viscoplastic hardening parameter with a secondary consolidation coefficient considering particle breakage. The proposed model requires 19 parameters and effectively describes the influence of time-dependency and particle breakage on the shear, dilatancy, and compression behaviors of coarse-grained soil with different confining pressures or initial void ratios. Experimental data comparisons validate the model's ability to replicate the time-dependent behavior of coarse-grained soil.

COMPUTERS AND GEOTECHNICS (2024)

Article Computer Science, Interdisciplinary Applications

Probabilistic analysis of ground settlement induced by tunnel excavation in multilayered soil considering spatial variability

Shichao Zhang, Yaqiong Wang, Qidong Gao, Xiaobo Ma, Haixiao Zhou, Zhifeng Wang

Summary: Accurately evaluating and predicting ground settlement during tunnel excavation is essential for ensuring tunnel stability. This study conducted a probabilistic analysis of ground settlement under uncertain soil properties. The results demonstrate that spatially variable soils significantly influence the ground settlement in the vertical direction.

COMPUTERS AND GEOTECHNICS (2024)

Article Computer Science, Interdisciplinary Applications

Theoretical analysis of stratum horizontal displacements caused by small radius curve shield tunneling

Xu Zhang, Bin Luo, Youjun Xu, Zhiwen Yang

Summary: This paper presents an analytical solution for horizontal displacements induced by small radius curve shield tunneling. The formula is derived based on the image method and Mindlin solution, considering additional thrust, frictional resistance, ground loss, and grouting pressure. The solution is validated with on-site data, demonstrating its reliability and providing a new approach for predicting and controlling stratum horizontal displacements in curve shield tunneling. The study finds that ground loss has the most significant influence on displacements, and soil closer to the tunnel exhibits larger horizontal displacements.

COMPUTERS AND GEOTECHNICS (2024)

Article Computer Science, Interdisciplinary Applications

Insight into enhancing foundation stability with rubber-soil mixtures: A nanofriction study

Jian-Hong Wan, Ali Zaoui

Summary: Ground vibrations during earthquakes can cause soil strength loss and structural damage. Rubber-soil mixtures (RSM) have shown promise in reducing residual ground deformation. This study used molecular dynamics simulations to investigate the friction behavior of the rubber-clay interface in RSM systems. The results revealed a direct correlation between normal stress and friction force, with denser soil systems exhibiting higher friction forces.

COMPUTERS AND GEOTECHNICS (2024)

Article Computer Science, Interdisciplinary Applications

Elastoplastic solution of a circular tunnel in surrounding rock with any nonlinear yield criteria and plastic flow envelopes

Hongying Wang, Qiang Zhang, Peinan Wu, Yanjing Li, Lijun Han, Guilei Han

Summary: In addition to the Mohr-Coulomb and Hoek-Brown criteria, other nonlinear functions are used to describe the plastic response of rock mass. This paper derived the equivalent cohesive strength, frictional angle, and dilatancy angle for nonlinear yield and plastic flow rock masses. The solution for a circular tunnel in any nonlinear yield and plastic flow rock masses was derived and verified using a numerical procedure. The analysis of strain-softening rock masses under two assumed nonlinear yield criteria was also studied.

COMPUTERS AND GEOTECHNICS (2024)

Article Computer Science, Interdisciplinary Applications

Machine learning approach to predicting the macro-mechanical properties of rock from the meso-mechanical parameters

Zhijun Wu, You Wu, Lei Weng, Mengyi Li, Zhiyang Wang, Zhaofei Chu

Summary: This study proposed a machine learning approach to predict the uniaxial compression strength (UCS) and elastic modulus (E) of rocks. By measuring meso-mechanical parameters and developing grain-based models, a database with 225 groups of data was established for prediction models. The optimized kernel ridge regression (KRR) and gaussian process regression (GPR) models achieved excellent performance in predicting UCS and E.

COMPUTERS AND GEOTECHNICS (2024)

Article Computer Science, Interdisciplinary Applications

Two-phase modelling of erosion and deposition process during overtopping failure of landslide dams using GPU-accelerated ED-SPH

Mingjun Zhou, Zhenming Shi, Chong Peng, Ming Peng, Kahlil Fredrick E. Cui, Bo Li, Limin Zhang, Gordon G. D. Zhou

Summary: In this paper, the erosion and deposition processes during overtopping dam breaching are simulated using a novel method (ED-SPH). The proposed model is able to capture the complex behaviors of dam soil erosion, entrainment, and depositions. Soil deposition hinders particle movement and reduces water velocity at the water-soil interface.

COMPUTERS AND GEOTECHNICS (2024)

Article Computer Science, Interdisciplinary Applications

Interface formulation for generalized finite difference method for solving groundwater flow

C. Chavez-Negrete, F. J. Dominguez-Mota, R. Roman-Gutierrez

Summary: To accurately simulate groundwater flow in porous layered media, it is important to consider all environmental factors and use a generalized finite differences scheme as a meshless method for spatial discretization. This approach ensures robustness and accuracy of the numerical solution.

COMPUTERS AND GEOTECHNICS (2024)

Article Computer Science, Interdisciplinary Applications

Application of improved Picard iteration method to simulate unsaturated flow and deformation in deformable porous media

Shuairun Zhu, Lulu Zhang, Lizhou Wu, Lin Tan, Haolong Chen

Summary: This paper investigates the effectiveness of the cascadic multigrid method applied to the improved Picard iteration method for solving nonlinear problems in deforming variably saturated porous media. Two improved Picard iteration methods are proposed, and their effectiveness is verified through numerical examples. The results show that the improved methods have faster convergence and higher computational efficiency compared to the classical method.

COMPUTERS AND GEOTECHNICS (2024)

Article Computer Science, Interdisciplinary Applications

Evaluation of the horizontal cyclic shear stress on the enclosed soil in DSM grid-improved ground by numerical simulation

Yuan Cao, Yan-Guo Zhou, Kyohei Ueda, Yun-Min Chen

Summary: Investigated shear stress responses of enclosed soil in deep soil mixing (DSM) grid-improved ground, and revealed the characteristics of the waist effect and mathematical model for shear stress reduction ratio.

COMPUTERS AND GEOTECHNICS (2024)

Article Computer Science, Interdisciplinary Applications

Predicting peak shear strength of rock fractures using tree-based models and convolutional neural network

Jinfan Chen, Zhihong Zhao, Jintong Zhang

Summary: This study develops data-driven criteria to estimate the peak shear strength (PSS) of rock fractures, considering the effects of surface roughness features. A high-quality dataset is created using particle-based discrete element method and diamond-square algorithm. Tree-based models and convolutional neural network are trained to predict the PSS of rock fractures, and their reliability is verified using experimental data.

COMPUTERS AND GEOTECHNICS (2024)