4.7 Article

Machine learning aided stochastic reliability analysis of spatially variable slopes

Journal

COMPUTERS AND GEOTECHNICS
Volume 126, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2020.103711

Keywords

Machine learning; Stochastic reliability analysis; Spatially variable slopes

Ask authors/readers for more resources

This paper presents machine learning aided stochastic reliability analysis of spatially variable slopes, which significantly reduces the computational efforts and gives a complete statistical description of the factor of safety with promising accuracy compared with traditional methods. Within this framework, a small number of traditional random finite-element simulations are conducted. The samples of the random fields and the calculated factor of safety are, respectively, treated as training input and output data, and are fed into machine learning algorithms to find mathematical models to replace finite-element simulations. Two powerful machine learning algorithms used are the neural networks and the support-vector regression with their associated learning strategies. Several slopes are examined including stratified slopes with 3 or 4 layers described by 4 or 6 random fields. It is found that with 200 to 300 finite-element simulations (finished in about 5 similar to 8 h), the machine learning generated model can predict the factor of safety accurately, and a stochastic analysis of 10(5) samples takes several minutes. However, the same traditional analysis would require hundreds of days of computation.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

Article Engineering, Geological

Deep learning for efficient stochastic analysis with spatial variability

Xuzhen He, Fang Wang, Wengui Li, Daichao Sheng

Summary: The study introduces the use of deep learning to train models for improving computational efficiency in stochastic analysis. Training models with a large dataset allows for accurate results for new data without the need for re-training. The research shows that deep learning models have a competitive edge in complex problems and can extend their capabilities by generating more data and re-training.

ACTA GEOTECHNICA (2022)

Article Construction & Building Technology

Intrinsic graphene/cement-based sensors with piezoresistivity and superhydrophobicity capacities for smart concrete infrastructure

Wenkui Dong, Wengui Li, Zhihui Sun, Idris Ibrahim, Daichao Sheng

Summary: This study applied different surface coatings to graphene/cement-based sensors to achieve superhydrophobicity and enhance piezoresistive stability. The results showed improved water resistance and sensitivity in the sensors, making them suitable for structural health monitoring of smart concrete infrastructure.

AUTOMATION IN CONSTRUCTION (2022)

Article Construction & Building Technology

Piezoresistive performance of hydrophobic cement-based sensors under moisture and chloride-rich environments

Wenkui Dong, Wengui Li, Yipu Guo, Fulin Qu, Kejin Wang, Daichao Sheng

Summary: The study utilized SHP and CWA to enhance the impermeability of CB/cement-based sensors. Results showed that SHP improved water impermeability, while CWA enhanced chloride resistance. Performance testing in different environments demonstrated that SHP had a more stable impact on electrical resistivity and piezoresistivity.

CEMENT & CONCRETE COMPOSITES (2022)

Article Construction & Building Technology

Nano/micromechanical characterisation and image analysis on the properties and heterogeneity of ITZs in geopolymer concrete

Zhiyu Luo, Wengui Li, Kejin Wang, Surendra P. Shah, Daichao Sheng

Summary: The study analyzed the heterogeneity and properties of ITZs in geopolymer concrete, revealing that the gel-related phases at the top and bottom boundaries have higher mechanical properties. A strategy involving polished aggregates, rapid scratch, and statistical analysis was proposed for investigating complex ITZs within a reasonable testing duration.

CEMENT AND CONCRETE RESEARCH (2022)

Article Computer Science, Interdisciplinary Applications

Assessing the accuracy and efficiency of different order implicit and explicit integration schemes

Marti Lloret-Cabot, Daichao Sheng

Summary: This paper evaluates the computational performance of a first order accurate fully implicit integration scheme and four different order explicit substepping integration schemes, in order to provide practical guidance for solving numerical problems in geotechnical engineering involving critical state models.

COMPUTERS AND GEOTECHNICS (2022)

Article Engineering, Geological

Experimental Study on Migration Behavior of Sandy Silt under Cyclic Load

Feng Gao, Sheng Zhang, Xuzhen He, Daichao Sheng

Summary: This paper presents experimental investigation into the effects of particle size distribution of subgrade soil on mud pumping. The results show that subgrade soils with higher fine contents do not necessarily lead to more serious mud pumping. The findings can help selecting proper rail embankment fills to reduce mud pumping.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2022)

Article Engineering, Geological

Ready-to-use deep-learning surrogate models for problems with spatially variable inputs and outputs

Xuzhen He, Haoding Xu, Daichao Sheng

Summary: Data-driven intelligent surrogate models have gained popularity, and in this paper, a framework is proposed that builds surrogate models to handle spatially variable inputs and outputs, and explores the use of U-Nets as surrogate models for geotechnical problems.

ACTA GEOTECHNICA (2023)

Article Chemistry, Multidisciplinary

Critical State and the Loosest Jammed State of Granular Materials

Xuzhen He

Summary: This paper investigates the relationship between the jamming limits from isotropic compression tests and the critical state through discrete element method (DEM) simulations. The results show that the loosest jammed state line obtained from the isotropic compression method is the same as the critical state pressure-volume fraction line, and the stress state of the critical state can also be well described by a Coulomb-type equation in the octahedral profile.

APPLIED SCIENCES-BASEL (2023)

Article Multidisciplinary Sciences

Accelerated linear algebra compiler for computationally efficient numerical models: Success and potential area of improvement

Xuzhen He

Summary: The recent progress in machine learning is attributed to the availability of high-performance computers and development tools. The accelerated linear algebra (XLA) compiler is a tool that optimizes array operations and compiles them into high-performance programs specific to target platforms. This study examines the efficiency of XLA for numerical models and compares its performance with optimal implementations.

PLOS ONE (2023)

Article Engineering, Geological

Effect of oblique incidence angle and frequency content of P and SV waves on the dynamic behavior of liquid tanks

Zhonghui Bi, Liaojun Zhang, Xuzhen He, Yafei Zhai

Summary: This paper developed a model for the tank-soil-fluid system to study the effects of different incidence angles and earthquake types on the dynamic characteristics of liquid tanks. The results show that the response of the tank-soil-fluid system is highly sensitive to incidence angles, earthquake type, and earthquake record frequency contents. Therefore, both the tank characteristics and seismic characteristics should be considered in the design of tanks.

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2023)

Article Green & Sustainable Science & Technology

Simulation of Surface Settlement Induced by Parallel Mechanised Tunnelling

Chia Yu Huat, Danial Jahed Armaghani, Sai Hin Lai, Haleh Rasekh, Xuzhen He

Summary: Mechanised tunnelling is widely used for twin tunnel construction in urban areas, but surface settlement caused by the tunnelling activities is a common challenge. Existing methods for determining surface settlement are often constrained by soil types and are time-consuming, and they often omit crucial parameters such as tunnel operational factors. Therefore, this paper employs 3D numerical analysis to simulate tunnelling-induced surface settlement, taking into account various factors and incorporating data from in-situ and laboratory tests. The obtained results closely match field measurements, and the approach allows for customizable mitigation strategies. Overall, this paper is highly important in improving the planning and construction of sustainable tunnels. Evaluation: 9/10.

SUSTAINABILITY (2023)

Article Mathematics

3D Simulation of Debris Flows with the Coupled Eulerian-Lagrangian Method and an Investigation of the Runout

Haoding Xu, Xuzhen He, Feng Shan, Gang Niu, Daichao Sheng

Summary: This research proposes dimensionless equations to estimate the run-out distance of landslides or debris flows, supported by experimental data and numerical simulations. The study uses the coupled Eulerian-Lagrangian method to handle large deformations, models soil using the Mohr-Coulomb model, and focuses on the failure of cohesionless soil slopes. New scaling relationships for the normalized run-out distance are suggested and validated, showing the dependence on initial geometry, plane angle, material properties, and slope angle.

MATHEMATICS (2023)

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)