Mechanism and Technology of Lake Mud Paste-Slurry and Grouting Wall for Large Karst Cave in Chengmenshan Copper Mine
大溶洞堵水湖泥固化膏浆注浆成墙技术及机理研究

Authored by:
Yiyun Zhang (张云毅 著)

Detailed Information

ISBN:
9781918263015
Publication Year:
2025
Language:
Chinese
Publisher:
World Book Group
Indexing:
BooksFinder Nielsen Archive Open Library
Consulting ISBN Search
  • Author Introduction
  • Book Introduction
  • Catalog

Yunyi Zhang


Book Review

Groundwater control in karst mining has always been a major challenge, with sudden water and mud inrushes posing serious risks. This book focuses on innovative solutions for such problems, using the Chengmenshan copper mine as a case study. It introduces a novel approach to slurry curtain formation, combining traditional engineering methods with the creative use of local materials.

Readers will discover how lake mud can be transformed into a high-performance paste slurry, how its properties can be tailored to specific mining conditions, and how the resulting slurry curtain can effectively manage large underground caverns. Through a combination of field studies, experimental research, and practical engineering insights, this book presents a comprehensive guide to modern groundwater control techniques in complex karst environments.

Key highlights include:

  • Hydrogeological Analysis and Feasibility: Investigation of the Chengmenshan mine revealed key groundwater control requirements, leading to the proposal of a lake mud paste-slurry and grouting wall method. The design targets include:
  • Innovative use of local materials for sustainable engineering
  • A new methodology for large-cavern water control
  • Integration of scientific research with practical field application

This work provides both engineers and researchers with a unique perspective on solving real-world challenges in mining, blending theory, experimentation, and hands-on solutions in a way that is both accessible and informative.

  • Chapter 1 Introduction
  • 1.1 Research Background and Significance
  • 1.2 Current Research on Grouting Technology for Groundwater Control in Karst Mines
  •  1.2.1 Grouting Materials and Slurry Properties in Karst Mines
  •  1.2.2 Karst Groundwater Treatment Techniques in Mines
  •  1.2.3 Grouting Theories in Karst Mines
  •  1.2.4 Main Problems and Analysis
  • 1.3 Research Objectives and Methodology
  •  1.3.1 Research Objectives and Methods
  •  1.3.2 Technical Route
  • Chapter 2 Analysis of Karst Features and New Grouting Technology for Large Cavities in Chengmenshan Copper Mine
  • 2.1 Hydrogeological Characteristics of Chengmenshan Copper Mine
  •  2.1.1 Geological Conditions and Analysis of the Mining Area
  •  2.1.2 Hydrogeological Conditions
  • 2.2 Characteristics of Karst Development in the Mine
  •  2.2.1 Surface-Exposed Fault and Fracture Zones
  •  2.2.2 Analysis of the Third-Stage Survey Results
  •  2.2.3 Karst Development Characteristics in the Mining Area
  • 2.3 Exploration and Feasibility Analysis of New Large-Cavity Grouting Schemes
  •  2.3.1 Exploration of New Grouting Curtain Methods for Karst Cavities
  •  2.3.2 Feasibility Analysis of Grouting Curtain Walls
  • 2.4 Summary
  • Chapter 3 Development and Regulation Mechanism of Lake Mud-Based Solidified Slurry
  • 3.1 Sampling and Particle/Composition Analysis of Lake Mud
  •  3.1.1 Particle Size Distribution of Lake Mud Samples
  •  3.1.2 Mineral Composition of Lake Mud Samples
  • 3.2 Correlation Study between Slurry Density and Viscosity
  •  3.2.1 Preparation and Properties of Lake Mud Slurry
  •  3.2.2 Formulation and Testing of Lake Mud Solidified Slurry
  • 3.3 Development and Performance Testing of Lake Mud Solidified Slurry
  •  3.3.1 Performance Adjustment Experiments of Lake Mud Slurry
  •  3.3.2 Development and Formulation of Lake Mud Solidified Slurry
  •  3.3.3 Performance Testing of Lake Mud Solidified Slurry
  •  3.3.4 Selection Criteria and Optimal Mix Proportion of Slurry
  • 3.4 Plastic Shape and Erosion Resistance Tests of Lake Mud Solidified Slurry
  •  3.4.1 Slurry Mix Selection and Test Procedures
  •  3.4.2 Test Results and Analysis of Plastic Shape
  •  3.4.3 Slump Test Results and Analysis of Slurry Form
  •  3.4.4 Erosion Resistance Test Results and Analysis
  • 3.5 Summary
  • Chapter 4 Simulation and Characteristics of Lake Mud Solidified Slurry Forming
  • 4.1 Development of Grouting Test Apparatus
  • 4.2 Pumping and Forming Characteristics of Lake Mud Solidified Slurry
  •  4.2.1 Grouting Tests
  •  4.2.2 Analysis of Grouting Morphology
  •  4.2.3 Underwater Grouting Tests of Lake Mud Solidified Slurry
  • 4.3 Multi-Row Controlled Grouting Tests of Lake Mud Slurry Walls
  •  4.3.1 Self-Weight Forming Test
  •  4.3.2 Air-Pressure Extrusion Forming Test
  •  4.3.3 Underwater Weak-Filling Forming Test
  • 4.4 Analysis of Slurry Wall Forming Process
  •  4.4.1 Model Establishment
  •  4.4.2 Simulation Results of Grouting Curtain Formation
  • 4.5 Summary
  • Chapter 5 Control Mechanism of Lake Mud Solidified Slurry Curtain Formation
  • 5.1 Rheological Properties of Lake Mud Solidified Slurry
  •  5.1.1 Slurry Rheology Theory
  •  5.1.2 Rheological Properties of Lake Mud Solidified Slurry at Different Densities
  •  5.1.3 Pipeline Flow Analysis of Lake Mud Solidified Slurry
  • 5.2 Extrusion and Diffusion Model of Lake Mud Solidified Slurry
  •  5.2.1 Spherical Plastic Diffusion of Slurry
  •  5.2.2 Column Formation of Solidified Slurry
  • 5.3 Three-Stage Theory of Curtain Formation
  •  5.3.1 Physical Model
  •  5.3.2 Mathematical Model
  • 5.4 Summary
  • Chapter 6 Stability Analysis and Process Design of Slurry Curtain Formation
  • 6.1 Stability Analysis of Slurry Walls
  •  6.1.1 Stress and Stability Analysis under Hydrostatic Pressure
  •  6.1.2 Seepage Stability Analysis of Slurry Walls
  • 6.2 Process Analysis and Research on Grouting Curtain Formation for Large Cavities
  •  6.2.1 Analysis of Borehole Layout and Curtain Integrity
  •  6.2.2 Design and Performance Control of Slurry Mix for Large Cavities
  •  6.2.3 Process Design of Grouting Curtain Formation
  •  6.2.4 Quality Inspection and Control of Grouting
  • 6.3 Summary
  • Chapter 7 Conclusions and Prospects
  • 7.1 Conclusions
  • 7.2 Prospects