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001438196 001__ 1438196
001438196 003__ OCoLC
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001438196 019__ $$a1260192447$$a1266809078
001438196 020__ $$a9783030798543$$q(electronic bk.)
001438196 020__ $$a3030798542$$q(electronic bk.)
001438196 020__ $$z9783030798536
001438196 020__ $$z3030798534
001438196 0247_ $$a10.1007/978-3-030-79854-3$$2doi
001438196 035__ $$aSP(OCoLC)1260344052
001438196 040__ $$aEBLCP$$beng$$epn$$cEBLCP$$dGW5XE$$dYDX$$dOCLCO$$dGW5XE$$dOCLCF$$dDCT$$dINU$$dUKAHL$$dOCLCO$$dOCLCQ$$dCOM$$dOCLCO$$dOCLCQ
001438196 049__ $$aISEA
001438196 050_4 $$aTA703.5
001438196 08204 $$a624.1/51$$223
001438196 1112_ $$aGeoChina International Conference$$n(6th :$$d2021 :$$cNanchang Shi, China)
001438196 24510 $$aResilient design and construction of geostructures against natural hazards :$$bProceedings of the 6th GeoChina International Conference on Civil & Transportation Infrastructures: From Engineering to Smart & Green Life Cycle Solutions -- Nanchang, China, 2021 /$$cBehzad Fatahi, Shen-En Chen, Jun Hu, editors.
001438196 260__ $$aCham :$$bSpringer,$$c2021.
001438196 300__ $$a1 online resource (189 pages)
001438196 336__ $$atext$$btxt$$2rdacontent
001438196 337__ $$acomputer$$bc$$2rdamedia
001438196 338__ $$aonline resource$$bcr$$2rdacarrier
001438196 347__ $$atext file
001438196 347__ $$bPDF
001438196 4901_ $$aSustainable civil infrastructures
001438196 500__ $$a2.2 Sample Preparation.
001438196 500__ $$aIncludes author index.
001438196 504__ $$aReferences-Prediction of Seismic Site Coefficients for Northeast Arkansas (NEA)-1 Introduction-2 Objectives-3 Methodology-3.1 Collection of Various Properties of Soil-3.2 Input Ground Motion Time Histories-3.3 Simulation of Wave Propagation Using Site Response Analysis Platform-3.4 Development of Delineated Design Spectrum-4 Results-4.1 Bay-4.2 Marked Tree-5 Discussion-6 Conclusions-References-Characterization and Computational Fluid Simulation of Conditioned Muck During EPB Shield Tunneling in Gravelly Sand Stratum-1 Introduction.
001438196 5050_ $$aIntro -- Introduction -- Contents -- About the Editors -- Laboratory Evaluation and Neural Network Modeling of Treated Macau Marine Clay -- 1 Introduction -- 2 Materials and Laboratory Test -- 2.1 Preparation of Testing Materials -- 2.2 Laboratory Evaluation Test -- 3 Established Artificial Neural Network Embedded in MATLAB -- 3.1 Model for OMC and Maximum Dry Unit Weight -- 3.2 Model for Compressive Strength -- 4 Results and Discussion -- 4.1 Laboratory Test Results of Treated Marine Clay Blends -- 4.2 Prediction Results of Model for Estimating Compressive Strength -- 5 Conclusion
001438196 5058_ $$a2 Rheological Test of Foam-Conditioned Gravelly Sand -- 2.1 Soil Sample and Apparatus -- 2.2 Case Setting -- 2.3 Results -- 3 Modelling of Full Scale EPB Shield Machine -- 3.1 Geometric Model -- 3.2 Boundary Conditions -- 3.3 Validation -- 3.4 Muck Spatial Distribution Characteristics Inside Chamber -- 4 Conclusions -- References -- Estimating the Damage of Earthquake Using RADIUS Model (Case Study: Tehran) -- 1 Introduction -- 2 Case Study -- 3 RADIUS Model -- 4 Implementation -- 4.1 Regional Gridding -- 4.2 Determination of Soil Situation of the Region
001438196 5058_ $$a4.3 Classification of Buildings in Studied Region -- 4.4 Determination of Damages Incurred to Vital Arteries -- 4.5 Determination of Seismic Scenario -- 5 Results and Discussion -- 6 Conclusion -- References -- Experimental Investigation on Mechanical Properties of Cemented Expansive Soil -- 1 Introduction -- 2 Laboratory Investigation -- 3 Results and Discussions -- 4 Conclusion -- References -- Progressive Growth of Calcium Carbonate During Microbially-Induced Calcium Carbonate Precipitation from a Microscale Viewpoint -- 1 Introduction -- 2 Materials and Methods -- 2.1 Conceptual Microchip
001438196 5058_ $$a2.2 Reaction Solutions -- 2.3 CaCO3 Precipitation and Visualization -- 2.4 Image Processing -- 3 Test Results and Discussion -- 3.1 Growth of Single Crystal -- 3.2 Growth of Aggregates -- 3.3 Potential Implications -- 4 Conclusions -- References -- Large Strain Consolidation with Time and Distance Dependent Boundary Conditions -- 1 Introduction -- 2 Model Description -- 3 Model Performance -- 4 Limitations -- 5 Conclusion -- References -- Preliminary Investigation on Overall Permeability of Granular Mixed Materials -- 1 Introduction -- 2 Experimental Method -- 2.1 Testing Equipment
001438196 506__ $$aAccess limited to authorized users.
001438196 520__ $$aThis volume contains state of the engineering practice and recent research in the field of built infrastructure and natural hazards. It is expected that the book will help engineers and researchers to design and built resilient infrastructures in challenging conditions (e.g., earthquakes and climate change) while optimising the design and minimising the future maintenance cost. In particular new design and construction techniques with reference to major infrastructure projects such as tunneling and transport infrastructure are discussed.
001438196 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed July 26, 2021).
001438196 650_0 $$aGeotechnical engineering$$vCongresses.
001438196 650_0 $$aEarthquake engineering$$vCongresses.
001438196 650_6 $$aGéologie appliquée$$vCongrès.
001438196 650_6 $$aGénie parasismique$$vCongrès.
001438196 655_7 $$aConference papers and proceedings.$$2fast$$0(OCoLC)fst01423772
001438196 655_7 $$aConference papers and proceedings.$$2lcgft
001438196 655_7 $$aActes de congrès.$$2rvmgf
001438196 655_0 $$aElectronic books.
001438196 7001_ $$aFatahi, Behzad.
001438196 7001_ $$aChen, Shen-en.
001438196 7001_ $$aHu, Jun.
001438196 77608 $$iPrint version:$$aFatahi, Behzad.$$tResilient Design and Construction of Geostructures Against Natural Hazards.$$dCham : Springer International Publishing AG, ©2021$$z9783030798536
001438196 830_0 $$aSustainable civil infrastructures.
001438196 852__ $$bebk
001438196 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-3-030-79854-3$$zOnline Access$$91397441.1
001438196 909CO $$ooai:library.usi.edu:1438196$$pGLOBAL_SET
001438196 980__ $$aBIB
001438196 980__ $$aEBOOK
001438196 982__ $$aEbook
001438196 983__ $$aOnline
001438196 994__ $$a92$$bISE