●1Introduction
●1.1Mining Subsidence and Grouting Subsidence Mitigation
●1.2Contents of This Book
●2Equivalent Material Simulation Test Under Controllable Environment Conditions
●2.1EMST Method Under Constant Temperature and Constant Humidity Conditions
●2.2EMST of Overburden Bed Separation and Subsidence Laws
●2.3Tests of Hardening Equivalent Simulation Materials
●2.4Rheological Characterization of Equivalent Simulation Materials
●2.5Summary
●3Deformation of Overburden and Development of Bed Separation
●3.1Movement of Rock Strata and Dynamic Development of Bed Separation
●3.2Height of Water Flowing Fracture Zone in Stope
●3.3Summary
●4Mechanism of Grouting Subsidence Mitigation in Bed Separation
●4.1Evolution of Stope Overburden Structure
●4.2Mechanism of Grouting Subsidence Mitigation in Overburden Bed Separation Zone
●4.3Space Volume of Bed Separation and the Maximum Allowable Grout Amount
●4.4Surface Subsidence Prediction Methods Under the Condition of Grouting Subsidence Mitigation
●4.5Summary
●5Grout Water Seepage Laws and Properties of Grout Materials
●部分目錄