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001438237 001__ 1438237
001438237 003__ OCoLC
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001438237 019__ $$a1260192479$$a1266810324
001438237 020__ $$a9783030796723$$q(electronic bk.)
001438237 020__ $$a3030796728$$q(electronic bk.)
001438237 020__ $$z9783030796716
001438237 020__ $$z303079671X
001438237 0247_ $$a10.1007/978-3-030-79672-3$$2doi
001438237 035__ $$aSP(OCoLC)1260347206
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001438237 049__ $$aISEA
001438237 050_4 $$aTA705
001438237 08204 $$a624.151$$223
001438237 1112_ $$aGeoChina International Conference$$n(6th :$$d2021 :$$cNanchang Shi, China)
001438237 24510 $$aAdvanced tunneling techniques and information modeling of underground infrastructure :$$bProceedings of the 6th GeoChina International Conference on Civil & Transportation Infrastructures: From Engineering to Smart & Green Life Cycle Solutions -- Nanchang, China, 2021 /$$cJ. James Yang, Wen-Chieh Cheng, Shuying Wang, editors.
001438237 260__ $$aCham :$$bSpringer,$$c2021.
001438237 300__ $$a1 online resource (129 pages)
001438237 336__ $$atext$$btxt$$2rdacontent
001438237 337__ $$acomputer$$bc$$2rdamedia
001438237 338__ $$aonline resource$$bcr$$2rdacarrier
001438237 347__ $$atext file
001438237 347__ $$bPDF
001438237 4901_ $$aSustainable Civil Infrastructures
001438237 500__ $$a2 Sites and Investigation Description.
001438237 500__ $$aIncludes author index.
001438237 5050_ $$aIntro -- Introduction -- Contents -- About the Editors -- Inception of Debris Avalanches: A Material Point Method Modelling -- 1 Introduction -- 2 Materials and Methods -- 2.1 The Material Point Method (MPM) -- 2.2 Scheme and Input Data -- 3 Modelling the Impact-Induced Debris Avalanche -- 4 Remarks on the Inception Mechanisms -- 5 Concluding Remarks -- References -- Research on the Calculation of Segment Floating Considering the Action Degree of Soil Arching Effect -- 1 Introduction -- 2 Analysis of Segment Floating -- 2.1 The Effect of Groundwater
001438237 5058_ $$a2.2 The Impact of the Tunnel Wall Grouting and Grouting Slurry -- 2.3 The Impact of Back Channeling of Mud Slurry -- 2.4 The Impact of Rebound Action of Foundation -- 3 Stress Analysis of Segment -- 3.1 Establishment of Calculation Model -- 3.2 Calculation of Buoyancy -- 3.3 Calculation of Anti-buoyancy -- 3.4 Integral Calculation of Segment Buoyancy -- 4 Application in Practical Project -- 5 Effective Anti-floating Measures for Segments on Site -- 5.1 Controlling the Shield Attitude -- 5.2 Stacking Heavy Objects in the Tunnel -- 5.3 Adjusting the Value of Tunneling Parameters
001438237 5058_ $$a5.4 Adjusting the Mixture Ratio of Grouting Slurry -- 6 Conclusions -- References -- Invert Heave Disease and Treatment Measures of Operating Railway Tunnel in Horizontal Layered Rock Mass -- 1 Introduction -- 2 Project Overview -- 3 Field Investigation of Geological Conditions and Tunnel Support -- 3.1 Survey of Lithology and Rock Mass Structure -- 3.2 In-Situ Stress Test -- 3.3 Inspection of Tunnel Support -- 4 Three-Dimensional Numerical Analysis -- 4.1 Numerical Modeling with Layered Rock Mass -- 4.2 Comparison for Cases with and Without Layered Rock Mass
001438237 5058_ $$a4.3 Influence of Horizontal In-Situ Stress -- 5 Numerical Analysis of Two Treatment Schemes -- 5.1 Options for Treatment Scheme -- 5.2 Displacement of Tunnel Structure -- 5.3 Structural Stress of Tunnel Support Structure -- 6 Conclusions -- References -- A Semi-analytical Model for a Compaction-Grouted Soil Nail with Grout Bulb -- 1 Introduction -- 2 Energy Equilibrium Equation of the Soil Nail with Grout Bulb Considering the Compaction Effect -- 2.1 Establish of Relationship Considering Compaction Effect -- 2.2 Analysis of Soil Nail with a Grout Bulb -- 3 Laboratory Test Verification
001438237 5058_ $$a3.1 Test System -- 3.2 Test Procedure -- 3.3 Verification of the Presented Method -- 3.4 Parameter Analysis -- 4 Conclusions -- References -- Prediction on the Penetration Resistance of Mono-Bucket Foundations in Silty Soil -- 1 Introduction -- 2 Prototype Field Test -- 3 Penetration Resistance Prediction -- 4 Calculation Method Based on Soil Parameters -- 5 Calculation Method Based on In-Situ CPT Test -- 6 Back-Analysis -- 7 Discussion -- 8 Conclusion -- References -- CPT and SPT as Complementary Tests for the Formulation of Geotechnical Design Profiles -- 1 Introduction
001438237 506__ $$aAccess limited to authorized users.
001438237 520__ $$aThis volume contains a compilation of studies regarding novel technology of underground space development, behavior analysis and modelling of soils and underground infrastructure from the 6th GeoChina International Conference held in Nanchang, China from July 19 to 21, 2021. The scope of the studies covers both methodological and pragmatic solutions to critical issues, including soil arching and invert heaving, penetration resistance of mono-bucket foundations in silty soil, inception of debris avalanches, and novel infrastructure survey methods based on point cloud and image analysis. It is anticipated that this updated knowledge will lead to more resilient design, expedited inspection, timely maintenance and rehabilitation of underground infrastructure, and will be beneficial to both researchers and practitioners in the field.
001438237 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed July 26, 2021).
001438237 650_0 $$aGeotechnical engineering$$vCongresses.
001438237 650_0 $$aUnderground construction$$vCongresses.
001438237 650_6 $$aGéologie appliquée$$vCongrès.
001438237 650_6 $$aConstructions souterraines$$vCongrès.
001438237 655_7 $$aConference papers and proceedings.$$2fast$$0(OCoLC)fst01423772
001438237 655_7 $$aConference papers and proceedings.$$2lcgft
001438237 655_7 $$aActes de congrès.$$2rvmgf
001438237 655_0 $$aElectronic books.
001438237 7001_ $$aYang, J. James.
001438237 7001_ $$aCheng, Wen-Chieh.
001438237 7001_ $$aWang, Shuying.
001438237 77608 $$iPrint version:$$aYang, J. James.$$tAdvanced Tunneling Techniques and Information Modeling of Underground Infrastructure.$$dCham : Springer International Publishing AG, ©2021$$z9783030796716
001438237 830_0 $$aSustainable civil infrastructures.
001438237 852__ $$bebk
001438237 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-3-030-79672-3$$zOnline Access$$91397441.1
001438237 909CO $$ooai:library.usi.edu:1438237$$pGLOBAL_SET
001438237 980__ $$aBIB
001438237 980__ $$aEBOOK
001438237 982__ $$aEbook
001438237 983__ $$aOnline
001438237 994__ $$a92$$bISE