同类推荐
-
-
泥质动压巷道失稳机理与防控技术
-
¥128.00
-
-
高应力区陡倾矿体开采岩体移动规律、变形机理与预测
-
¥96.00
-
-
煤岩对非均匀载荷作用的力学响应与作用机理
-
¥168.00
-
-
地下开采引起的地表移动变形预计理论与应用
-
¥120.00
-
-
深部巷道等强支护控制理论研究
-
¥35.00
-
-
突发荷载下网壳结构动力倒塌机理
-
¥108.00
-
-
煤炭高强度开采上覆岩层变形破坏及其渗透性评价研究
-
¥88.00
-
-
《矿山压力与岩层控制》习题解答:::
-
¥30.00
-
-
矩形断面综掘煤巷复合顶板失稳机制及安全控制技术
-
¥69.00
-
-
复合顶板采动巷道围岩破坏形态与控制技术:::
-
¥40.00
|
|
图书信息
|
|
|
Stability control and comprehensive monitoring technology of broken rock of large-scale metal mine below the seafloor
|
ISBN: | 9787502487690 |
定价: | ¥80.00 |
作者: | Fu Jianxin[等著] |
出版社: | 冶金工业出版社 |
出版时间: | 2021年04月 |
开本: | 26cm |
页数: | 285页 |
中图法: | TD325 |
相关供货商
供货商名称
|
库存量
|
库区
|
更新日期
|
北京人天书店有限公司
|
18
|
库区2-1/库区3-2/库区4-1/样本3-2
|
2024-03-29
|
其它供货商库存合计
|
600
|
|
2024-03-25
|
图书简介 | 本书总结了大型海底金矿地质隐患的探测、处理技术及监测技术, 主要内容包括海底资源开采概述、三山岛金矿西南翼矿段工程地质评价及三维模型、应力-渗流耦合作用下的破碎矿岩物理力学特性及本构模型、海底基岩开采隐伏采空区及塌陷区分布、海底破碎矿岩及采空区充填注浆加固技术、基于多源信息融合的破碎矿岩稳定性评价、海底破碎矿岩稳定性多元立体综合监测系统及海底破碎矿岩稳定性监测数据分析等。 |
目录 | 1 Summaryr 1.1 Overview of marine mineral resourcesr 1.2 Development history of marine bedrock deposit miningr 2 Engineering geological evaluation and three-dimensional model of the southwest area of Sanshandao Gold Miner 2.1 The geographical location of Sanshandao Gold Miner 2.2 Introduction of ore block in southwest arear 2.2.1 Geological situationr 2.2.2 Mining conditionsr 2.2.3 The method of underwater miningr 2.2.4 Mining statusr 2.2.5 Mineral reservesr 2.3 Distribution characteristics of overlying strata in southwest wing ore blockr 2.3.1 Quaternaryr 2.3.2 Distribution characteristics of quaternary water layerr 2.3.3 Distribution characteristics of bedrock weathering zoner 2.4 Distribution characteristics of regional faultsr 2.4.1 Geological characteristics of Xinli main fault (F1)r 2.4.2 Structural activity of fault zone in Xinli mining arear 2.4.3 Characteristics of ore controlling fault zone (F3) in southwest wing of Xinli mining arear 2.4.4 The NW trending fault (F2)r 2.4.5 Small-scale faultr 2.5 Three dimensional model of ore block in southwest arear 2.5.1 Modeling datar 2.5.2 Construction of ed modelr 2.5.3 Elishment of orebody entity and goal modelr 2.5.4 Elishment of roadway modelr 2.5.5 Elishment of fault and fracture zone modelr 2.5.6 Overall modelr 2.5.7 Goaf modelingr 3 Physical and mechanical properties and constitutive model of fractured rock under the coupling of stress and seepager 3.1 Processing and preparation of rock sampler 3.2 Study on porosity of rock sampler 3.2.1 Indoor water saturation testr 3.2.2 Determination of longitudinal wave velocityr 3.2.3 Construction of elastic P-wave and porosity modelr 3.3 Experimental study on stress seepage coupling of the rock sampler 3.3.1 Test equipment and test specimenr 3.3.2 Test scheme and test principle ana]ysisr 3.3.3 Ana]ysis of stress-strain characteristicsr 3.3.4 Seepage characteristics ana]ysisr 3.3.5 Deformation characteristic an&lysisr 3.3.6 Failure characteristics analysis of rock sampler 3.4 Construction of stress seepage coupling constitutive modelr 3.4.1 Effective stress principler 3.4.2 Strain equivalence principler 3.4.3 Construction of the constitutive modelr 3.4.4 Calculation of parameters in the modelr 4 The distribution of buried goaf and sidence area in marine bedrock miningr 4.1 Field survey of goat and sidence arear 4.2 Drilling to survey goafr 4.3 Geological radar detectionr 4.3.1 Selecting detection instrument and parameterr 4.3.2 Determine the dielectric constant of surrounding rock and filling bodyr 4.3.3 Test point arrangementr 4.3.4 Processing and analyzing detection datar 4.3.5 Analysis of detection resultsr 5 Filling grouting reinforcement technology for ed broken rock and goafr 5.1 Determination of filling grouting positionr 5.2 Retaining engineering ility control measuresr 5.2.1 Retaining roadway support designr 5.2.2 Design of shaft coverr 5.2.3 Retaining wall designr 5.3 Grouting reinforcement technology of Large Dosage Fly Ash-cement mixturer 5.3.1 Test materials and equipmentr 5.3.2 Strength test of fly ash cement telockr 5.3.3 Syneresis rate testr 5.3.4 Stone rate testr 5.3.5 On-site industrial testr 5.3.6 Optimization of the proportioning scheme and expected economic benefitsr 6 Stability evaluation of broken ore and rock based on multi-source information fusionr 6.1 Simulation analysis of rock mass ility in the southwest arear 6.1.1 Building modelsr 6.1.2 Selection of mechanical parameters of ore and rockr 6.1.3 Boundary conditionr 6.1.4 Simulation schemer 6.1.5 Numerical simulation analysisr 6.1.6 Seepage mechanism and ility analysis of aquicluder 6.2 |
|