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Proceedings of sessions of the GeoShanghai Conference, held in Shanghai, China, June 6-8, 2006. Hosted by Shanghai Society of Civil Engineering, China. In cooperation with the Geo-Institute of ASCE; Georgia Institute of Technology; and University of Kansas. This Geotechnical Special Publication contains over 40 technical papers that address issues ranging from the micro-characterization of processes to the in situ evaluation of engineering properties of soils. This book is divided into four main sections, with all of the papers addressing one of the greatest challenges in geotechnical engineering research and practice: the evaluation of geomaterial properties with minimal to no disturbance states. The first section includes the general theme paper by James K. Mitchell, University Distinguished Professor, Emeritus, Virginia Polytechnic Institute and State University, who focuses on the study of physico-chemical behavior of soils, soil improvement and geomaterial characterization. The second section is devoted to recognizing the services of Dr. Mehmet T. Tumay, Georgia Gulf Distinguished Professor Emeritus in the Department of Civil and Environmental Engineering at Louisiana State University, for his immense contribution to research and practice in geotechnical engineering. The third section covers non-destructive evaluation and geophysical testing to address soil characterization problems relevant to foundation exploration, geoenvironmental evaluation and earthquake related topics. Finally, the fourth section contains other in situ testing methods that deal with the analysis of field data and interpretation of soil properties, as well as simulation of in situ testing using numerical methods.
Engineering geology --- Soil mechanics --- Soil properties --- Geomaterials --- Field tests --- Geotechnical engineering --- Colleges and universities --- Soil tests --- Developing countries --- Faculty --- Georgia --- United States --- Soil properties --- Geomaterials --- Field tests --- Geotechnical engineering --- Colleges and universities --- Soil tests --- Developing countries --- Faculty --- Georgia --- United States
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Proceedings of sessions of the GeoShanghai Conference, held in Shanghai, China, June 6-8, 2006. Hosted by Shanghai Society of Civil Engineering, China. In cooperation with the Geo-Institute of ASCE; Georgia Institute of Technology; and University of Kansas. This Geotechnical Special Publication contains 65 international papers and represents the latest advances in the static and dynamic behavior of soils and rocks, including constitutive modeling and numerical methods. The book begins with two keynote articles that discuss soil constitutive modeling. The first section of the book discusses theoretical concepts and experimental procedures of soil behavior and laboratory testing. The second section's papers span from advanced concepts in rock mechanics to the interactions in constructed facilities. It also includes numerical applications of problems in rocks. The third section focuses on modeling soil behavior, with many of the papers using field and laboratory experimental data to verify their findings. Finally, the fourth section discusses the latest advances in soil and soil structure interactions under dynamic excitation. It contains results from work using shaking tables, wave induced loading, vibrations and numerical simulations.
Rock mechanics --- Soil mechanics --- Soil properties --- Rocks --- Material properties --- Numerical models --- Laboratory tests --- Soil-structure interaction --- Soil dynamics --- Constitutive relations --- Mathematical models --- Mathematical models --- Soil properties --- Rocks --- Material properties --- Numerical models --- Laboratory tests --- Soil-structure interaction --- Soil dynamics --- Constitutive relations
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Proceedings of sessions of the GeoShanghai Conference, held in Shanghai, China, June 6-8, 2006. Hosted by Shanghai Society of Civil Engineering, China. In cooperation with the Geo-Institute of ASCE; Georgia Institute of Technology; the University of Kansas; the University of Tennessee; International Association of Foundation Drilling; Deep Foundation Institute; Saga University; and Delft University of Technology. This Geotechnical Special Publications contains 42 papers on unsaturated soil mechanics and environmental geotechnics. Two papers focus on geoenvironmental engineering and unsaturated soil mechanics applied to field problems. Additional papers highlight unsaturated soil phenomena, coupled phenomena, and transport phenomena. The book showcases new experimental evidence and theoretical developments on strength and deformational behaviors of both expansive soil and collapsible loess, as well as some new testing techniques to characterize volumetric change and strength of these problematic soils. It reports on the latest understanding of various coupled phenomena in soils such as hydrobiological, hydromechanical, hydrothermal, thermal-mechanical and hydrochemical coupling. The papers also address the latest advances in geoenvironmental applications including the sustainability of landfills, removal of various contaminants from soils, soil-contaminant interactions, and soil stabilization.
Environmental geotechnology --- Zone of aeration --- Engineering geology --- Seepage --- Unsaturated soils --- Geotechnical engineering --- Seepage --- Colleges and universities --- Soil strength --- Coupling --- Soil deformation --- Soil properties --- Unsaturated soils --- Geotechnical engineering --- Seepage --- Colleges and universities --- Soil strength --- Coupling --- Soil deformation --- Soil properties
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Proceedings of sessions of the GeoShanghai Conference, held in Shanghai, China, June 6-8, 2006. Hosted by Shanghai Society of Civil Engineering, China. In cooperation with the Geo-Institute of ASCE; Georgia Institute of Technology; and University of Kansas. This Geotechnical Special Publication contains 42 technical papers and represents the latest advances in research and practical applications in earth structures including slope stability, embankments and dams, and earth retaining walls. The book begins with two state-of-the-art papers on recent advances in three-dimensional slope stability analysis and geosynthetic-reinforced earth structures. The eighteen papers in the slope stability section present technologies for stabilization of slopes and landslides, monitoring of slope movement, and analysis of slope stability. The embankment and dam section contains thirteen papers focusing on performance of embankments and dams including deformation and bearing capacity, particularly on pile-supported embankments. Finally, the nine papers in the earth retaining wall section present analytical and numerical methods for different earth retaining wall systems, with a focus on lateral earth pressure and stability.
Earthwork --- Soil mechanics --- Soil structures --- Embankment dams --- Slope stability --- Retaining structures --- Structural stability --- Three-dimensional analysis --- Professional societies --- Developing countries --- Soil structures --- Embankment dams --- Slope stability --- Retaining structures --- Structural stability --- Three-dimensional analysis --- Professional societies --- Developing countries
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Proceedings of sessions of the GeoShanghai Conference, held in Shanghai, China, June 6-8, 2006. Hosted by Shanghai Society of Civil Engineering, China. In cooperation with the Geo-Institute of ASCE; Georgia Institute of Technology; and University of Kansas. This Geotechnical Special Publication contains 52 technical papers and presents the recent advances in research and practical applications in engineering issues in karst and ground subsidence, tunneling and underground construction, and deep excavation. The book begins with two keynote papers by Professor Linda Yang and Professor Jian Zhao, which summarize recent advances in some key problems on stability analysis of underground rock structures and recent studies of rock dynamics for underground development, respectively. The section on engineering issues in karst and ground subsidence addresses investigation, construction and design issues in karst terrain and ground subsidence due to withdrawal of fluids. The tunneling and underground construction section covers topics such as box culverts, shield tunnels and interactions between tunnels and other underground and surface structures. The deep excavation section presents theoretical and case studies on stability and deformations associated with deep excavation.
Engineering geology --- Underground construction --- Underground construction --- Underground structures --- Ground motion --- Karst --- Land subsidence --- Excavation --- Tunneling --- Faculty --- Underground construction --- Underground structures --- Ground motion --- Karst --- Land subsidence --- Excavation --- Tunneling --- Faculty
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Proceedings of sessions of the GeoShanghai Conference, held in Shanghai, China, June 6-8, 2006. Hosted by Shanghai Society of Civil Engineering, China. In cooperation with the Geo-Institute of ASCE; Georgia Institute of Technology; University of Kansas; University of Tennessee; International Association of Foundation Drilling; Deep Foundation Institute; Saga University; Delft University of Technology. This Geotechnical Special Publication contains 36 papers presenting the latest advances in mechanistic modeling for highway and airfield pavements, pavement material characterization through advanced technology, and pavement performance prediction. Topics include: imaging analysis, nondestructive testing, and innovative laboratory and field testing techniques for pavement material characterization. Papers on mechanistic modeling of pavement structures include the dynamic analysis of pavement responses under falling weight deflectometer, nonlinear analysis of stress-dependent pavement foundation through general finite element program, and analysis of airfield pavement under critical gear configurations. Several papers focus on the evaluation of pavement performance through various accelerated loading testing facilities around the world.
Pavements --- Pavements --- Pavements --- Airport and airfield pavements --- Construction materials --- Pavement deflection --- Dynamic structural analysis --- Colleges and universities --- Materials characterization --- Finite element method --- Design and construction --- Performance --- Pavements --- Airport and airfield pavements --- Construction materials --- Pavement deflection --- Dynamic structural analysis --- Colleges and universities --- Materials characterization --- Finite element method
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Proceedings of sessions of the GeoShanghai Conference, held in Shanghai, China, June 6-8, 2006. Hosted by Shanghai Society of Civil Engineering, China. In cooperation with the Geo-Institute of ASCE; Georgia Institute of Technology; and University of Kansas. This Geotechnical Special Publication contains 58 technical paper and covers recent case histories, theoretical advances, laboratory and field testing and design methods in ground modification and seismic mitigation. Topics include: deep mixing, prefabricated vertical drains, ground improvement by granular columns, vacuum consolidation, soil treatment, ground reinforcement by nails and anchors, combined soil modifications and geosynthetics. The first section of the book covers soil improvement for foundations, suspension bridges, railway tracks, embankments on columns, analysis of composite ground, liquefaction mitigation by electro-osmosis, stone columns, jet grouting and wick drains. The second section of the book discusses the seismic performance of underground structures, bridge approaches and immerse tunnels.
Earthquake engineering --- Soil mechanics --- Soil stabilization --- Seismic tests --- Mitigation and remediation --- Soil stabilization --- Seismic effects --- Soil mixing --- Granular soils --- Consolidated soils --- Soil treatment --- Seismic tests --- Mitigation and remediation --- Soil stabilization --- Seismic effects --- Soil mixing --- Granular soils --- Consolidated soils --- Soil treatment
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Proceedings of sessions of the GeoShanghai Conference, held in Shanghai, China, June 6-8, 2006. Hosted by Shanghai Society of Civil Engineering, China. In cooperation with the Geo-Institute of ASCE; Georgia Institute of Technology; and University of Kansas. This Geotechnical Special Publication contains 44 papers covering recent advances in the research and construction of shallow foundations, pile foundations, and limit state design. A keynote paper by Professor Harry Poulos summarizes recent advances in the settlement of pile groups. A section of 15 papers addresses statistical applications and the use of limit state design for foundations. Another section of 25 papers on deep foundations describe a series of advances in the estimation of pile capacity and pile installation issues. The final section includes three papers that focus on advances in the estimation of settlement associated with shallow foundations.
Piling (Civil engineering) --- Foundations --- Foundation design --- Shallow foundations --- Pile foundations --- Innovation --- Deep foundations --- Foundation construction --- Limit states --- Foundation settlement --- Foundation design --- Shallow foundations --- Pile foundations --- Innovation --- Deep foundations --- Foundation construction --- Limit states --- Foundation settlement
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