4.6 Article

Evaluation of foam conditioning effect on groundwater inflow at tunnel cutting face

出版社

WILEY
DOI: 10.1002/nag.2871

关键词

analytical solutions; foam conditioning; groundwater inflow; hydraulic conductivity; infiltration distance

资金

  1. National Natural Science Foundation of China (NSFC) [41672259]

向作者/读者索取更多资源

This paper presents an analytical evaluation on the influence of foam conditioning on groundwater inflow at shield tunnel cutting face by the force-equilibrium principle. Three key variables are highlighted, namely, the maximum foam infiltration distance, the critical infiltration distance, and the hydraulic conductivity of foam-conditioned soil or rock fissure. To capture the variation of water level induced by foam injection, a dynamic water-level equation is considered in the force-equilibrium principle. The proposed analytical equations are employed to analyze a water inflow case during shield tunneling in a weathered mylonite fault. The results indicate that the hydraulic conductivity of foam-conditioned mylonite and the infiltration distance decrease with an increase of shear stress of foam fluid. A three-dimensional finite element model is employed to validate the analytical solutions. The comparison between the observed and calculated results confirms that the proposed method can predict groundwater inflow in foam-conditioned soils.

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

4.6
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, Geological

Identification of geological characteristics from construction parameters during shield tunnelling

Tao Yan, Shui-Long Shen, Annan Zhou

Summary: This paper proposes a framework to identify geological characteristics using a fuzzy C-means algorithm based on borehole data and operational data. The identified factors are significantly reduced by principal component analysis, and the types of geological characteristics are determined using the fuzzy C-means model.

ACTA GEOTECHNICA (2023)

Article Engineering, Geological

Evaluation of Lateral Displacement Induced by Jet Grouting using Improved Random Forest

Pierre Guy Atangana Njock, Ning Zhang, Annan Zhou, Shui-Long Shen

Summary: This study proposes an improved random forest (IRF) model to evaluate ground displacement caused by jet grouting. By integrating a hybrid particle swarm optimization-simulated annealing algorithm (PSO-SA) into random forest, the IRF model shows better searching and convergence abilities compared to its counterparts. The results demonstrate that the IRF model outperforms benchmark models in predicting ground displacement. Additionally, the analysis of variable importance shows that ground lateral displacement can be controlled through two operating parameters.

GEOTECHNICAL AND GEOLOGICAL ENGINEERING (2023)

Article Environmental Sciences

Prediction of long-term water quality using machine learning enhanced by Bayesian optimisation

Tao Yan, Annan Zhou, Shui-Long Shen

Summary: A new framework for predicting long-term water quality is proposed using Bayesian-optimized machine learning methods and key pollution indicators. The SG-op model achieves the best performance with high accuracy and Kappa coefficient. The framework can efficiently predict future water quality and provide technical support for emergency pollution control.

ENVIRONMENTAL POLLUTION (2023)

Article Green & Sustainable Science & Technology

Integrated risk assessment approach for eutrophication in coastal waters: Case of Baltic Sea

Pierre Guy Atangana Njock, Annan Zhou, Zhenyu Yin, Shui-Long Shen

Summary: This study proposes a flexible methodology for quantifying the risk status of coastal subbasins, which integrates the characteristics of multi-criteria analysis and fuzzy set theory. The methodology includes constructing a risk index to reveal the extent of cumulative nutrients discharges. The application of the proposed model in the Baltic Sea shows an increasing trend of risk index over the years and aligns well with field observations and HELCOM predictions.

JOURNAL OF CLEANER PRODUCTION (2023)

Article Engineering, Chemical

Discrete element modelling of the macro/micro-mechanical behaviour of unsaturated soil in direct shear tests including wetting process

Xin Liu, Annan Zhou, Kai Sun, Shui-Long Shen

Summary: In this study, the influence of suction on the macro/micro-mechanical behaviour of unsaturated soil was investigated through a series of three-dimensional simulations using the discrete element method. The results were compared with laboratory test results to understand the relationship between macroscopic behavior and micro-mechanical variables.

POWDER TECHNOLOGY (2023)

Article Construction & Building Technology

Estimating locations of soil-rock interfaces based on vibration data during shield tunnelling

Shui-Long Shen, Tao Yan, Annan Zhou

Summary: This paper presents an approach for estimating the locations of the soil-rock interfaces during shield tunnelling based on vibration data. The vibration data were collected using accelerometers on the back of the soil chamber wall. The continuous wavelet transform was used to analyze the time-frequency spectrum of the acceleration and identify vibration peaks. The approach was validated on the Guangzhou-Foshan intercity railway project.

AUTOMATION IN CONSTRUCTION (2023)

Article Engineering, Geological

A decision approach on risk-control scheme recognition for karst excavation engineering

Song-Shun Lin, Annan Zhou, Shui-Long Shen

Summary: Risk events in karst geological environments during excavation construction can be reduced by implementing a suitable risk-control scheme. This study proposes a decision-making approach based on the fuzzy VIKOR method to identify the optimal risk-control scheme. The approach uses a triangular fuzzy set for expressing expert judgements and constructs a decision hierarchy based on four criteria and 12 sub-criteria. The identified scheme, involving pressure grouting with a two-phase liquid system, was validated through core recovery and modified number of blows using a standard penetration test. A flowchart for optimal scheme identification in geotechnical engineering practice is also provided.

CANADIAN GEOTECHNICAL JOURNAL (2023)

Article Engineering, Geological

An enhanced deep learning method for accurate and robust modelling of soil stress-strain response

Ning Zhang, Annan Zhou, Yin-Fu Jin, Zhen-Yu Yin, Shui-Long Shen

Summary: The study proposes an enhanced deep learning method to address the accuracy issue in neural network-based methods for soil stress-strain response. The enhanced method significantly improves accuracy, extrapolation capacity, and robustness. A rationality investigation is conducted into the weight gradient variation in neural networks. The effectiveness is verified through three stress-strain responses of soil, demonstrating improved predictive accuracy and robustness against errors.

ACTA GEOTECHNICA (2023)

Article Construction & Building Technology

Optimal construction method evaluation for underground infrastructure construction

Song-Shun Lin, Annan Zhou, Shui-Long Shen

Summary: This study develops an intelligent multi-criteria decision-making (MCDM) model to select the optimal construction method for complex and fuzzy construction environments in underground infrastructure construction (UIC) in China. The model consists of three stages: decision hierarchy establishment and data collection, data processing, and MCDM modelling. It also introduces the coefficient of variation for spherical fuzzy set to evaluate the degree of consensus on judgments of experts towards evaluated objects, and outlines a decision hierarchy for the optimal construction method for UIC. The developed model provides an alternative approach to address complex decision-making issues in the UIC field.

AUTOMATION IN CONSTRUCTION (2023)

Article Engineering, Civil

Risks analysis of large diameter slurry shield tunneling in urban area

Yi Zeng, Pierre Guy Atangana Njock, Wang Xiong, Xiao-Long Zhang, Shui-Long Shen

Summary: This paper presents a case study on the identification and management of geological and environmental risks during the construction of the largest slurry shield tunnel in China. The ground conditions and settlement control were challenging due to mixed ground conditions, fault zones, and tunneling under residential areas and Metro Lines. Novel monitoring systems, ground treatment, and safety management technologies were successfully implemented. A technical framework was proposed as a risk management guidance for similar tunneling operations.

UNDERGROUND SPACE (2023)

Article Energy & Fuels

Influence of nozzle structure on effectiveness of jet grouting operations and its optimal design

Shui-Long Shen, Pierre Guy Atangana Njock, Annan Zhou

Summary: This paper investigates the effect of nozzle structure on efficiency of jet flow and determines the optimal nozzles for jet grouting operations through a combination of field experiment, numerical simulation, and multicriteria decision analysis. The results show that 4 out of the 10 structures investigated achieved the steadiest jetting pressure attenuation along different standoff distances, while satisfying the required driving pressure and flow rate. The study identified the converging section as critical for the conversion of viscous force within the nozzle and determined the optimal nozzle structure based on parameters such as L2 and theta.

GEOENERGY SCIENCE AND ENGINEERING (2023)

Article Environmental Sciences

Real time image-based air quality forecasts using a 3D-CNN approach with an attention mechanism

Khalid Elbaz, Wafaa Mohamed Shaban, Annan Zhou, Shui-Long Shen

Summary: This study proposes an image-based deep learning method that improves air quality recognition and produces accurate multiple horizon forecasts. The proposed model combines a 3D-CNN, a GRU, and an attention mechanism to extract hidden features, recognize environmental variables, extract temporal features, and adjust the influence of features to avoid fluctuations in air pollutant values. Experimental results show that the proposed method outperforms other state-of-the-art methods in terms of forecasting accuracy.

CHEMOSPHERE (2023)

Article Construction & Building Technology

GFII: A new index to identify geological features during shield tunnelling

Tao Yan, Shui-Long Shen, Annan Zhou

Summary: Geological features are crucial for the safety and efficiency of shield tunnelling, but they are often concealed and difficult to observe. To address this issue, a novel index called Geological Feature Identification Index (GFII) has been introduced to evaluate the impact of geological conditions on shield tunnelling. The results show that cutterhead torque and shield thrust weights are significantly affected by various geological features, with the entropy-weighted GFII demonstrating superior performance.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2023)

暂无数据