01172nam 2200337 450 99657538460331620230814233058.01-5386-4844-X(CKB)4100000008337680(WaSeSS)IndRDA00121403(EXLCZ)99410000000833768020200331d2018 uy 0engur|||||||||||txtrdacontentcrdamediacrrdacarrier2018 1st International Conference on Advanced Research in Engineering Sciences 15-15 June 2018, Dubai, United Arab Emirates /IEEE Industry Applications SocietyPiscataway, New Jersey :Institute of Electrical and Electronics Engineers,2018.1 online resource (36 pages)1-5386-4845-8 EngineeringResearchCongressesEngineeringResearch620IEEE Industry Applications Society,WaSeSSWaSeSSPROCEEDING9965753846033162018 1st International Conference on Advanced Research in Engineering Sciences2520479UNISA03487oam 22007695 450 991095391350332120240516054924.09786613066060978128306606812830660689780821386637082138663810.1596/978-0-8213-8662-0(CKB)2550000000032353(EBL)690502(OCoLC)724690182(SSID)ssj0000482835(PQKBManifestationID)12160440(PQKBTitleCode)TC0000482835(PQKBWorkID)10544560(PQKB)10877254(Au-PeEL)EBL690502(CaPaEBR)ebr10460973(CaONFJC)MIL306606(The World Bank)2011013757(US-djbf)16715558(MiAaPQ)EBC690502(Perlego)1483506(EXLCZ)99255000000003235320110331d2011 uy 0engurcn|||||||||txtrdacontentcrdamediacrrdacarrierAssessment of the impacts of climate change on mountain hydrology : development of a methodology through a case study in the Andes of Peru /Walter Vergara ... [and others]1st ed.Washington, DC :World Bank,[2011]copyright 2011.xix, 157 pages illustrations ;26 cmA World Bank studyDescription based upon print version of record.9780821386620 082138662X Includes bibliographical references.Cover; Title Page; Copyright; Contents; Foreword; Acknowledgments; Executive Summary; Acronyms and Abbreviations; Chapter 1 - Introduction; Chapter 2 - Context; Chapter 3 - Climate Analysis; Chapter 4 - Hydrology Analysis; Chapter 5 - Testing the Hydrology Tool at Basin Level; Chapter 6 - Results from the Hydrology Analysis; Chapter 7 - Conclusions; References; Appendixes; Back CoverClimate change is beginning to have effects on climate, weather and resource availability in ways that need to be anticipated when planning for the future. In particular, changes in rainfall patterns and temperature may impact the intensity or schedule of water availability. Also the retreat of tropical glaciers, the drying of unique Andean wetland ecosystems, as well as increased weather variability and weather extremes will affect water regulation. These changes have the potential to impact the energy and other sectors, such as agriculture, and could have broader economic effects.AnticipatinWorld Bank e-Library.Mountain hydrologyPeruCase studiesWatershed hydrologyPeruCase studiesBioclimatologyPeruCase studiesClimatic changesPeruCase studiesSanta River (Peru)ClimateCase studiesMantaro River (Peru)ClimateCase studiesRimac River (Peru)ClimateCase studiesMountain hydrologyWatershed hydrologyBioclimatologyClimatic changes551.480985/09143Vergara Walter1950-1610041DLCDLCBOOK9910953913503321Assessment of the impacts of climate change on mountain hydrology4368456UNINA06242nam 2200709Ia 450 991100484840332120200520144314.01-68015-597-00-7844-7345-5(CKB)2480000000004966(EBL)3115563(SSID)ssj0000652789(PQKBManifestationID)12256320(PQKBTitleCode)TC0000652789(PQKBWorkID)10641647(PQKB)11084161(MiAaPQ)EBC3115563(Au-PeEL)EBL3115563(CaPaEBR)ebr10556335(OCoLC)648147012(ASCE)10.1061/9780784411063(EXLCZ)99248000000000496620100716d2010 uy 0engurcn|||||||||txtccrDeep foundations and geotechnical in situ testing proceedings of the GeoShanghai 2010 International Conference, June 3-5, 2010, Shanghai, China /edited by Robert Y. Liang, Feng Zhang, Ke Yang[Reston, VA] American Society of Civil Engineers20101 online resource (407 p.)Geotechnical special publication ;no. 205Description based upon print version of record.0-7844-1106-9 Includes bibliographical references and index.""Cover""; ""Contents""; ""Keynote Paper""; ""Bearing Capacity and Deformation Characteristics of Uplift Piles in Soft Ground""; ""Section 1: Piled Raft System and Soil-Structure Interaction""; ""Settlement and Load Sharing of Piled Raft of a 162 m High Residential Tower""; ""Effect of Pile Configuration and Load Type on Piled Raft Foundations Performance""; ""A Study on Time-Effects of Piled Raft System by Using Computational Methods""; ""Structural Characteristics and Design Technical Keys of Wind Turbine Foundation in Shanghai Donghai-Bridge Offshore Wind Farm""""Coupled Foundation-Superstructure Analysis and Influence of Building Stiffness on Foundation Response""""Observation of Pile-Soil-Interaction during Cyclic Axial Loading Using Particle Image Velocimetry""; ""Analysis of Bridge Response Considering Water-Soil-Pile-Structure Interaction under a Scoured Condition""; ""Nonlinear Dynamic Soil Micropile-Structure Interactions: Centrifuge Tests and FEM Analyses""; ""The Effect of Soil-Pile Separation on the Transfer and Impedance Functions""; ""Numerical Simulation of Pile-Soil-Structure Interaction under Dynamic Loading""""Section 2: Deep Foundations""""Influence of Pile Geometry on Internal Sand Displacement around a Laterally Loaded Pile Using Transparent Soil""; ""Soil-Water Coupling Analysis of Real-Scale Field Test for 9-Pile Foundation Subjected to Cyclic Horizontal Loading""; ""Pile Diameter Effect on Bending Behaviour of Piles in Clay under Earthquake Loads""; ""Predictions of Pile Setup and Its Resistance Factors for South Louisiana""; ""Experimental Study of Model Piles Socketed into Rock with a Hanging Base""; ""The Behavior of a Single Pile under Cyclic Axial Loads""""Axial Pile Resistance of Different Pile Types Based on Empirical Values""""Optical Model Test on Work Mechanism of Single Pile with Cap""; ""Analysis of Stability of Super-Long Bored Pile Considering Resistance of Soil on the Side of Pile""; ""Nonlinear Buckling Analysis of Piles with High-Rise Pile Cap""; ""Study on Transfer Behavior of Negative Friction of Single Pile in Two-Layer Soil""; ""Observations on Viscosity Reduction of PHPA Polymer Support Fluids""; ""An Analytical Solution to Transform O-Cell Pile Test Data into Conventional Load-Settlement Curve""""Drilled Shaft Response in Piedmont Residuum Using Elastic Continuum Analysis and Seismic Piezocone Tests""""Axial Capacity of Drilled Shafts in Clay over Gravel Formation""; ""Evaluation of Axial Capacity of Post Grouted Drilled Shafts""; ""Numerical Simulation for Wave Propagation in Pile Integrity Test""; ""Construction Technologies of Super-Long Pile Foundation in Hangzhou Bay Bridge""; ""Section 3: Innovative Foundations""; ""Model Test Research on the Compaction Effect of Jacked Pile in Layered Soil""""Numerical Simulation Study on Use of Groove in Controlling Compacting Effects of Jacked Pile""Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. Hosted by Tongji University, China; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China. In cooperation with Alaska University Transportation Center, USA; Geo-Institute of ASCE, USA; Deep Foundation Institute, USA; East China Architectural Design and Research Institute Company, China; Georgia Institute of Technology, USA; Nagoya Institute of Technology, Japan; Transportation Research Board, USA; University of Newcastle, Australia; University of Illinois at Urbana-Champaign, USA; University of Kansas, USA; University of Tennessee, USA; Vienna University of Natural Resources and Applied Life Sciences, Austria. This Geotechnical Special Publication contains 49 papers examining the areas of deep foundations and in situ geotechnical testing and monitoring techniques. This proceedings offers the latest and most current thinking on topics such as piled raft system and soil-structure interaction; deep foundations; innovative foundations; and in situ testing.Geotechnical special publication ;no. 205.Soil mechanicsCongressesSoilsTestingCongressesDeformations (Mechanics)CongressesSoil mechanicsSoilsTestingDeformations (Mechanics)624.15Liang Robert Y1825131Zhang Feng1959-1062685Yang Ke1978-1825132American Society of Civil Engineers.GeoShanghai International ConferenceMiAaPQMiAaPQMiAaPQBOOK9911004848403321Deep foundations and geotechnical in situ testing4392635UNINA