教育部高等学校地矿学校教育指导委员会采矿工程专业规划教材：岩体力学（英文版）

作者: 王文星著 , 古德生著

出版社: 中南大学出版社

出版时间: 2009-06

版次: 1

ISBN: 9787811057713

定价: 48.00

装帧: 平装

开本: 16开

纸张: 胶版纸

页数: 350页

字数: 579千字

正文语种: 英语

分类: 教材教辅考试>教材>大学教材>工程技术

1 张插图图片

11人买过

　　Duringtheperiodfromtheendof1950stotheearly1960s,aseriesofengineeringdisastersof　rockmassoccurredoneafteranother,forexample,inDecember1959,thefoundationofthe　MalpassetconcretearchdaminFrancefailedandresultedinafloodandabout450peoplewere　killed;inOctober1963,alandslideofupstreamofthereservoirofVajontdaminItalygeneratedwave　of100metersovertoppedthedamandkilledabout2500peopleofthedownstreamofthedam;in
　　1960,acoalmineinSouthMrieacollapsedwiththelossof432lives;inourcountry,severalmines,　suchasStannaryMiningBureau,Pangushantungstenmine,Dajishantungstenminewereminedin　openstoppingmethod,generatedearlyorlatemanydilapidationsoflarge-scalerockmass.These　disastersarousedthegalacticattentionofpeopleofrockengineeringworldandtheyjoinedinthestudy　ofrockmassmechanics,makingrockmassmechanicseffectivelydeveloped,andformedan
　　engineeringsubjectwithspecificallycategoryofinvestigation.Atthesametime,thecourseofrock　mechanicswasarrangedinvariousspecialtiesassociatedwithrockprojectsinoverseasinstitutionsof　higherlearning.Inourcountry,becauseofseriousdisturbanceofeuhuralrevolution,itwasjustin　thefirstgrade(newgrade1977)afterresumingofenrolmentsystemofinstitutionsofhigherlearning　thatrockmassmechanicsstarttobetakenasabasalcourseofspecialtyofminingengineering. Introducdon
Chapter1Mechanicalcharacteristicsofrocks
1.1Staticcharacteristicsofrocks
1.1.1Mechanicalcharacteristicsofrocksunderuniaxialstresscondition
1.1.2Mechanicalcharacteristicsofrocksundershearload
1.1.3Mechanicalcharacteristicsofrocksundertriaxia!compression
1.2Therheologicalcharacteristicsofrocks
1.2.1Creepcurvesanditscharacteristicsofrock
1.2.2Loadingmethodsforthecreeptestsofrock
1.2.3Rheologicconstitutivemodelsofrock
1.3Factorsaffectingmechanicalpropertiesofrocks
1.3.1Influenceofmineralcomponentsonthemechanicalpropertiesofrocks
1.3.2Influenceofthetextureandstructureofrocksonthemechanicalpropertiesofrocks
1.3.3Influenceofwateronthemechanicalpropertiesofrocks
1.3.4Influenceoftemperatureonthemechanicalpropertiesofrocks
1.4Failurecriterionsofreck
1.4.1Maximumtensilestraincriterion
1.4.2MohrandMohr.Coulombcriteria
1.4.3GriffithandcorrectionalGdf6thcriteria

Chapter2Mechanicalcharacteristicsofrockmass
2.1Characteristicsofstructuralplaneandstructuralbodyinrockmass
2.1.1Characteristicsofstructuralplanes
2.1.2Characteristicsofstructuralbodies
2.2Staticcharacteristicsofrockmass
2.2.1Mechanicalcharacteristicsofdiscontinuitiesundershearload
2.2.2Failuremechanismofrockmass
2.2.3Failurecriterionandestimmionofstrengthanddeformationparametersofrockmass
2.2.4Determinationofdeformationparametersandstrengthofinsiturockmass
2.3Dynamiccharacteristicsofrockmass
2.3.1Elasticwaveexplorationtechnique
2.3.2Acousticemissiontechnique
2.4Hydraulicalcharacteristicsofrockmass
2.4.1Hydrogeogicalstructuresofrockmass
2.4.2Seepageinrockmass
2.5Thermodynamiccharacteristicsofrockmass
2.5.1Calorificsprope~iesofrockanddeterminationparametersofcalorificsofrockmass
2.5.2Determinationofrockmasscalorificsparameters
2.5.3Thermodynamicaleffectofrockmass

Chapter3Syntheticalinvestigationandclassificationofrockmass
3.1Methodsforsyntheticalinvestigationandanalysisofrockmass
3.1.1Boreholeinvestigation
3.1.2Investigationonexposedsurface
3.1.3Spatialdistributionlawofstructuralplanes
3.1.4Statisticallawofstructuralplanespacings
3.2Classificationsofrockmassstructure
3.3Engineeringclassificationsofrockmass
3.3.1Referenceconsiderationsofengineeringclassificationofrockmass
3.3.2RockQualityDesignation(RQD)indexproposedbyDeereetal
3.3.3BieniawskiSGeomechanicsClassificationofjointedrockmass
3.3.4Bartonetalsclassificationofrockmass

Chapter4Originalstressesinrockmass
4.1Gravitationa!stress5nrockmass
4.2Tectonicstressinarockmass
4.2.1Conceptionoftectonicstressinarockmass
4.2.2Originoftectonicmovement
4.2.3Analysisoftectonicstressfield
4.3Measurementoforiginalstressinrockmass
4.3.1Stressreliefmethod
4.3.2Hydrofracturingmethod
4.4Distributionstateoforiginalstressinrockmass

Chapter5Rockslopei
5.1Evaluationofpotentialproblemsofrockslopes
5.1.1Basicfailuretypesofslopes
5.1.2Compilingofstructuralplotofsloperockmass
5.2Analysisofplanefailure
5.2.1Conditionsofaplanefailure
5.2.2Methodforanalyzingaplanefailure
5.3Analysisofwedgefailure
5.3.1Analysisofwedgefailure：onlythefrictionforceofthestructuralplaneisconsidered
5.3.2Analysisofwedgefailure：considersimultaneouslyfrictionandcohesionofdiscontinuitiesaswellaswaterpressure
5.3.3Generalanalyticalmethodofwedgefailure
5.4Monitoringofslope
5.5Maintenanceofaslope
5.5.1Drainageofaslope
5.5.2Reinforcementofaslope

Chapter6Undergroundopening
6.1Undergroundexcavation
6.1.1Stressdistributioninsurroundingrockandliningofanexcavation
6.1.2Stabilityanalysisandpressurecalculationofsurroundingrock
6.1.3Supportandmonitoringtechniqueofexcavations
6.2Shaft
6.2.1Stressdistributioninrockmasssurroundingashaft
6.2.2Evaluationofthestabilityofrockmasssurroundingashaft
6.2.3Calculationofpressureonliningofshafts

Chapter7Batholith
7.1Batholithundervertica，Ioad
7.1.1Stressdistributioninbatholith
7.1.2Settlementofbatholith
7.1.3Bearingcapacityofbatholith
7.2Batholithunderinclinedload
7.2.1Stressdistributioninbatholith
7.2.2Bearingcapacityofbatholith
Appendix1Stereographicprojectionandentityproportionalprojection
ofstructuralunitsinrockmass
Appendix2Elastoplasticanalysisofstressanddisplacementinsurroundingrock
massofacircularexcavationinaxialsymmetrycondition
Appendix3Explanationofsomeprofessionalterms
References
内容简介:
　　Duringtheperiodfromtheendof1950stotheearly1960s,aseriesofengineeringdisastersof　rockmassoccurredoneafteranother,forexample,inDecember1959,thefoundationofthe　MalpassetconcretearchdaminFrancefailedandresultedinafloodandabout450peoplewere　killed;inOctober1963,alandslideofupstreamofthereservoirofVajontdaminItalygeneratedwave　of100metersovertoppedthedamandkilledabout2500peopleofthedownstreamofthedam;in
　　1960,acoalmineinSouthMrieacollapsedwiththelossof432lives;inourcountry,severalmines,　suchasStannaryMiningBureau,Pangushantungstenmine,Dajishantungstenminewereminedin　openstoppingmethod,generatedearlyorlatemanydilapidationsoflarge-scalerockmass.These　disastersarousedthegalacticattentionofpeopleofrockengineeringworldandtheyjoinedinthestudy　ofrockmassmechanics,makingrockmassmechanicseffectivelydeveloped,andformedan
　　engineeringsubjectwithspecificallycategoryofinvestigation.Atthesametime,thecourseofrock　mechanicswasarrangedinvariousspecialtiesassociatedwithrockprojectsinoverseasinstitutionsof　higherlearning.Inourcountry,becauseofseriousdisturbanceofeuhuralrevolution,itwasjustin　thefirstgrade(newgrade1977)afterresumingofenrolmentsystemofinstitutionsofhigherlearning　thatrockmassmechanicsstarttobetakenasabasalcourseofspecialtyofminingengineering.
目录:
Introducdon
Chapter1Mechanicalcharacteristicsofrocks
1.1Staticcharacteristicsofrocks
1.1.1Mechanicalcharacteristicsofrocksunderuniaxialstresscondition
1.1.2Mechanicalcharacteristicsofrocksundershearload
1.1.3Mechanicalcharacteristicsofrocksundertriaxia!compression
1.2Therheologicalcharacteristicsofrocks
1.2.1Creepcurvesanditscharacteristicsofrock
1.2.2Loadingmethodsforthecreeptestsofrock
1.2.3Rheologicconstitutivemodelsofrock
1.3Factorsaffectingmechanicalpropertiesofrocks
1.3.1Influenceofmineralcomponentsonthemechanicalpropertiesofrocks
1.3.2Influenceofthetextureandstructureofrocksonthemechanicalpropertiesofrocks
1.3.3Influenceofwateronthemechanicalpropertiesofrocks
1.3.4Influenceoftemperatureonthemechanicalpropertiesofrocks
1.4Failurecriterionsofreck
1.4.1Maximumtensilestraincriterion
1.4.2MohrandMohr.Coulombcriteria
1.4.3GriffithandcorrectionalGdf6thcriteria

Chapter2Mechanicalcharacteristicsofrockmass
2.1Characteristicsofstructuralplaneandstructuralbodyinrockmass
2.1.1Characteristicsofstructuralplanes
2.1.2Characteristicsofstructuralbodies
2.2Staticcharacteristicsofrockmass
2.2.1Mechanicalcharacteristicsofdiscontinuitiesundershearload
2.2.2Failuremechanismofrockmass
2.2.3Failurecriterionandestimmionofstrengthanddeformationparametersofrockmass
2.2.4Determinationofdeformationparametersandstrengthofinsiturockmass
2.3Dynamiccharacteristicsofrockmass
2.3.1Elasticwaveexplorationtechnique
2.3.2Acousticemissiontechnique
2.4Hydraulicalcharacteristicsofrockmass
2.4.1Hydrogeogicalstructuresofrockmass
2.4.2Seepageinrockmass
2.5Thermodynamiccharacteristicsofrockmass
2.5.1Calorificsprope~iesofrockanddeterminationparametersofcalorificsofrockmass
2.5.2Determinationofrockmasscalorificsparameters
2.5.3Thermodynamicaleffectofrockmass

Chapter3Syntheticalinvestigationandclassificationofrockmass
3.1Methodsforsyntheticalinvestigationandanalysisofrockmass
3.1.1Boreholeinvestigation
3.1.2Investigationonexposedsurface
3.1.3Spatialdistributionlawofstructuralplanes
3.1.4Statisticallawofstructuralplanespacings
3.2Classificationsofrockmassstructure
3.3Engineeringclassificationsofrockmass
3.3.1Referenceconsiderationsofengineeringclassificationofrockmass
3.3.2RockQualityDesignation(RQD)indexproposedbyDeereetal
3.3.3BieniawskiSGeomechanicsClassificationofjointedrockmass
3.3.4Bartonetalsclassificationofrockmass

Chapter4Originalstressesinrockmass
4.1Gravitationa!stress5nrockmass
4.2Tectonicstressinarockmass
4.2.1Conceptionoftectonicstressinarockmass
4.2.2Originoftectonicmovement
4.2.3Analysisoftectonicstressfield
4.3Measurementoforiginalstressinrockmass
4.3.1Stressreliefmethod
4.3.2Hydrofracturingmethod
4.4Distributionstateoforiginalstressinrockmass

Chapter5Rockslopei
5.1Evaluationofpotentialproblemsofrockslopes
5.1.1Basicfailuretypesofslopes
5.1.2Compilingofstructuralplotofsloperockmass
5.2Analysisofplanefailure
5.2.1Conditionsofaplanefailure
5.2.2Methodforanalyzingaplanefailure
5.3Analysisofwedgefailure
5.3.1Analysisofwedgefailure：onlythefrictionforceofthestructuralplaneisconsidered
5.3.2Analysisofwedgefailure：considersimultaneouslyfrictionandcohesionofdiscontinuitiesaswellaswaterpressure
5.3.3Generalanalyticalmethodofwedgefailure
5.4Monitoringofslope
5.5Maintenanceofaslope
5.5.1Drainageofaslope
5.5.2Reinforcementofaslope

Chapter6Undergroundopening
6.1Undergroundexcavation
6.1.1Stressdistributioninsurroundingrockandliningofanexcavation
6.1.2Stabilityanalysisandpressurecalculationofsurroundingrock
6.1.3Supportandmonitoringtechniqueofexcavations
6.2Shaft
6.2.1Stressdistributioninrockmasssurroundingashaft
6.2.2Evaluationofthestabilityofrockmasssurroundingashaft
6.2.3Calculationofpressureonliningofshafts

Chapter7Batholith
7.1Batholithundervertica，Ioad
7.1.1Stressdistributioninbatholith
7.1.2Settlementofbatholith
7.1.3Bearingcapacityofbatholith
7.2Batholithunderinclinedload
7.2.1Stressdistributioninbatholith
7.2.2Bearingcapacityofbatholith
Appendix1Stereographicprojectionandentityproportionalprojection
ofstructuralunitsinrockmass
Appendix2Elastoplasticanalysisofstressanddisplacementinsurroundingrock
massofacircularexcavationinaxialsymmetrycondition
Appendix3Explanationofsomeprofessionalterms
References