Cold regions engineering 2012 sustainable infrastructure development in a changing cold environment : proceedings of the 15th International Specialty Conference on Cold Regions Engineering : August 19-22, 2012, Quebec City, Canada
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Corporate Authors | , , , |
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Other Authors | , |
Format | eBook |
Language | English |
Published |
Reston, Va. :
American Society of Civil Engineers,
c2012.
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Subjects | |
Online Access | Plný text |
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111 | 2 | |a International Specialty Conference on Cold Regions Engineering |n (15th : |d 2012 : |c Québec, Québec) | |
245 | 1 | 0 | |a Cold regions engineering 2012 |h [elektronický zdroj] : |b sustainable infrastructure development in a changing cold environment : proceedings of the 15th International Specialty Conference on Cold Regions Engineering : August 19-22, 2012, Quebec City, Canada / |c sponsored by Technical Council on Cold Regions Engineering (TCCRE) of the American Society of Civil Engineering, Canadian Society for Civil Engineering ; edited by Guy Doré, Brian Morse. |
260 | |a Reston, Va. : |b American Society of Civil Engineers, |c c2012. | ||
300 | |a 1 online zdroj (843 p.) : |b col. | ||
500 | |a Title from Proceedings information screen. | ||
504 | |a Includes bibliographical references and index. | ||
505 | 0 | |a -- The Pinch of Salt : Monitoring Analysis and Winter Maintenance Strategies within the Long Creek Watershed -- Apparatus to Restrain the Freezing of a Bridge Road Surface and Evaluation of Its Performance -- Outline of the Ministère des Transports du Québec's Approach to the Environmental Management of Road Salts -- Winter Road Maintenance at the Ministère des Transports du Québec -- Environmental Impacts of Roadside Snow -- Benchmarks for Solving Coupled Thermal, Hydraulic, and Air (THA) Numerical Models in Roadways in Cold Regions -- Thermal Design of Shallow Building Foundations in Permafrost Regions -- The Performance of a Flat-Loop Evaporator Thermosyphon at Deadhorse, Alaska -- Performance of a Thermopile (Long Thermopile) Foundation 50 Years Later -- Calibration of a Freeze-Thaw Prediction Model for Spring Load Restriction Timing in Northern New England -- Preliminary Development of a Real Time Seasonal Load Restriction System for Remote Sites -- Responding to Climate Change with Rational Approaches for Managing Seasonal Weight Programs in Manitoba -- Pavement Unbound Materials Stiffness-Moisture Relationship during Spring Thaw -- Engineering Problems and Mitigation for Design, Construction, and Operation of the Mo'he Airport in Northeastern China in the Boreal Forest Zone -- Thermal Status of the Main Roadbeds of the Qinghai-Tibet Railway in Permafrost Regions after 5 Years' Service -- In Situ Experimental and Numerical Analyses on Thermal Stability of Ordinary Embankment of Qinghai-Tibet Railway in Beiluhe Basin. | |
505 | 0 | |a Real-Time In Situ Monitoring of Frost Depth, Seasonal Frost Heave, and Moisture in Railway Track Structures -- Analysis of Laterally Loaded Piles in Liquefiable Soils with a Frozen Crust Using P-y Approach -- Seismic Performance of a Highway Bridge with Different Modeling Techniques for Laminated Rubber Bearings at a Low Temperature -- Experimental Study of Frozen Soil Mechanical Properties for Seismic Design of Pile Foundations -- Study on Dynamic Response of Bridge Pile Foundation at the Permafrost Regions under Seismic Load -- Features of Permafrost Technogenic Transformation in Northern Enisey Region Cities -- Assessing the Vulnerability of Ministère des Transports du Québec Infrastructure in Nunavik in a Context of Thawing Permafrost and the Development of an Adaptation Strategy -- Vulnerability to Climate Change Assessment for a Highway Constructed on Permafrost ---A Sustainable Approach to Support Management Scenarios Related to Infrastructure Construction and Site Remediation in Cold Regions -- Thaw Settlement Analysis of Permafrost Embankment with Different Pavement Materials -- Numerical Simulation of the Influence of a Thermokarst Lake on the Frozen Soil Roadbed on Qinghai-Tibet Plateau -- Numerical Model for the Variation of the Frost Boundary below Embankments Using Surface Temperature and Net Radiation Data -- Numerical Re-Analysis of Natural Heat Convection Tests to Assess the Intrinsic Permeability of Rock-Fill -- Risk Evaluation of Frost Jacking for Tower Foundations along Qinghai-Tibetan Transmission Line and Anti-Heave Measures -- Envelope Foundation Employment in Arctic Construction -- Aufeis Formation and Remediation -- Investigating the Effects of Groundwater Flow on the Thermal Stability of Embankments over Permafrost -- Treatment Performance of Wastewater Stabilization Ponds in Canada's Far North ---Hydrological Characterization and Treatment Performance Assessment of a Natural Tundra Wetland Receiving Effluent from a Single-Cell Wastewater Treatment Exfiltration Lagoon -- Surface Geophysical Measurements for Locating and Mapping Ice-Wedges -- Geophysical Investigation and InSAR Mapping of Permafrost and Ground Movement at the Iqaluit Airport -- Characterization of Geotechnical Conditions for Proposed 329 km Remote Transportation Corridor in Northern Ontario -- Multi-Criteria Analysis with Geographic Information Systems in Changing Permafrost Environments : Opportunities and Limits -- Numerical Analysis for Transient Two-Dimensional Coupled Heat and Mass Transfer in Soils by Considering the Effect of Seasonal Frost -- Frost Heave Modeling Using a Modified Segregation Potential Approach -- A Practical Method for Three-Dimensional Frost Heave Simulation Based on Takashi's Equation ---The Use of FLAC Software for Assessing Deformation Rates during Ice Excavation for Open Pit Mining in Glaciers -- Upward- or Downward-Breaking Cones in Ice : Which One Should You Use? -- Review of Standards for Ice Forces on Port Structures -- Geothermal Aspects for Designing a Water Ballasted Bottom Founded Gas Plant for the Mackenzie River Delta -- Evaluating the Impacts of Climate Change on Nunavik Marine Infrastructure and Adaptation Solutions -- Penetration Rate-Controlled Electrical Resistivity and Temperature Piezocone Penetration Tests in Warm Ice-Rich Permafrost in Northern Quebec, Canada -- Evaluating Automated MEMS-Based In-Place Inclinometers in Cold Regions -- Landslide in the Permafrost near a Ministère des Transports du Québec Infrastructure in Salluit and Stabilization Work -- Performance of Insulation Covers to Control Acid Mine Drainage in Cold Environments -- Effect of Temperature on the Weathering of Various Waste Rock Types from the Raglan Mine ---Using a Clegg Impact Hammer to Measure Snow Strength -- Snow and Climatic Characterization Influencing Snowmelt at McMurdo Station -- Thermal Conductivity of Compacted Snow. | |
590 | |a Knovel Library |b ACADEMIC - Civil Engineering & Construction Materials | ||
506 | |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty univerzity | ||
650 | 0 | |a Transportation engineering |x Cold weather conditions |v Congresses. | |
650 | 0 | |a Civil engineering |x Cold weather conditions |v Congresses. | |
651 | 0 | |a Cold regions |v Congresses. | |
651 | 7 | |a Cold regions. |2 fast |0 (OCoLC)fst01239915 | |
655 | 7 | |a elektronické knihy |7 fd186907 |2 czenas | |
655 | 9 | |a electronic books |2 eczenas | |
700 | 1 | |a Doré, Guy. | |
700 | 1 | |a Morse, Brian. | |
710 | 2 | |a Technical Council on Cold Regions Engineering. | |
710 | 2 | |a Canadian Society for Civil Engineering. | |
710 | 2 | |a American Society of Civil Engineers. | |
776 | 0 | 8 | |i Print version: |a International Specialty Conference on Cold Regions Engineering (15th : 2012 : Québec, Québec). |t Cold regions engineering 2012. |d Reston, Va. : American Society of Civil Engineers, c2012 |z 9780784412473 |w (OCoLC)802322472 |
856 | 4 | 0 | |u https://proxy.k.utb.cz/login?url=http://app.knovel.com/hotlink/toc/id:kpCRESIDC2/cold_regions_engineering_2012__sustainable_infrastructure_development_in_a_changing_cold_environment__proceedings_of_the_15th_international_specialty_conference_on_cold_regions_engineering |y Plný text |
992 | |a BK |c KNOVEL | ||
999 | |c 77963 |d 77963 |