Ground improvement and geosynthetics : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China
Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. This Geotechnical Special Publication contains 48 papers presenting the most current research on ground improvement and geosynthetics. Topics include: ground improvement, especially with regard to unstable ground;...
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Corporate Authors: | , |
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Other Authors: | |
Format: | eBook |
Language: | English |
Published: |
Reston, Va. :
American Society of Civil Engineers : Geo-Institute,
©2010.
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Series: | Geotechnical special publication ;
no. 207. |
Subjects: | |
ISBN: | 9780784473474 0784473471 9781628705911 1628705914 9780784411087 0784411085 |
Physical Description: | 1 online resource (x, 380 pages) : illustrations |
LEADER | 07951cam a2200493 a 4500 | ||
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001 | kn-ocn782925879 | ||
003 | OCoLC | ||
005 | 20240717213016.0 | ||
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008 | 120402s2010 vaua ob 101 0 eng d | ||
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020 | |z 9780784411087 | ||
020 | |z 0784411085 | ||
035 | |a (OCoLC)782925879 |z (OCoLC)1055375324 |z (OCoLC)1064643609 |z (OCoLC)1081219444 |z (OCoLC)1152982294 |z (OCoLC)1228618681 | ||
111 | 2 | |a GeoShanghai International Conference |d (2010) | |
245 | 1 | 0 | |a Ground improvement and geosynthetics : |b proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China / |c edited by Anand Puppala [and others]. |
260 | |a Reston, Va. : |b American Society of Civil Engineers : |b Geo-Institute, |c ©2010. | ||
300 | |a 1 online resource (x, 380 pages) : |b illustrations | ||
336 | |a text |b txt |2 rdacontent | ||
337 | |a computer |b c |2 rdamedia | ||
338 | |a online resource |b cr |2 rdacarrier | ||
490 | 1 | |a Geotechnical special publication ; |v no. 207 | |
500 | |a "Hosted by Tongji University; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China; in cooperation with Alaska University Transportation Center, USA; ASCE Geo-Institute, USA; Deep Foundation Institute, USA; East China Architectural Design & Research Institute Company, China; Georgia Institute of Technology, USA; Nagoya Institute of Technology, Japan; Transportation Research Board (TRB), USA; The University of Newcastle, Australia; The University of Illinois at Urbana-Champaign, USA; The University of Kansas, USA; The University of Tennessee, USA; Vienna University of Natural Resources and Applied Life Sciences, Austria." | ||
504 | |a Includes bibliographical references and indexes. | ||
505 | 0 | |a Durability of Cement Treated Clay with Air Foam Used in Water Front Structures -- An Economical, Practical and Environmental Friendly Surcharge Preloading Method to Improve Soft Ground of Municipal Road -- Estimation of Strength Gain Due to Consolidation -- Numerical Study on the Deformation and Failure of Reinforced Sand Retaining Walls Subjected to the Vertical Load -- Development of Reinforced Soil Structure with Pile Foundation -- Piled Geo-Wall -- Limit Analysis of Reinforced Soil Slopes Based on Composite Reinforcement Mechanism -- Comparison of Performance between Cross Shaped and Conventional Deep Mixed Columns for Three-Layered Soft Ground Improvement under Embankment Load -- A New Method for Settlement Calculation of Long-Short Piles Combined Composite Foundation -- Experimental Study on Vertical Bearing Behavior of Composite Foundation with Tapered Rigid Pile -- Implementation of Optimized Soil Improvement Techniques for a Giga Project -- Experimental Study on Shear Strength Behavior of Shredded Tyre-Reinforced Sand -- Numerical Analysis of Lateral Behavior of Rigid Piles to Support Embankments -- Settlement Behavior of Highway Transition Sections on Soft Clay Foundation -- Consolidating Dredge Soil by Combining Vacuum and Dynamic Compaction Effort -- Optimization of Deep Mixed Shear Walls for Stabilization of a Pile-Supported Flood Wall on Level Ground -- Heavy Structures Supported by Soil-Cement Columns -- Mechanical Properties of Used Tire Granulates, Sand and Cement Mixtures -- Fly Ash as a Dispersing Material in Cement Stabilization -- Strength Characteristics of a Local Red Soil Blended with Class F Fly Ash and Cement -- Mechanical Behavior of Compacted Geomaterial Changed from the Dredged Soil in Nagoya Port by Mixing with Some Stabilizers -- Effects of Organics on Stabilized Expansive Subgrade Soils -- Application of Gypsum Waste Plasterboard and Waste Plastic Trays to Enhance the Performance of Sandy Soil -- Effect of Placement Water Content on Strength of Temperature Cured Lime Treated Expansive Soil -- Utilization of Shredded Rubber Tires for Cement-Stabilized Soft Clays. | |
505 | 0 | |a Analysis on Load Transfer for Single Pile Composite Foundation under Embankments Based on Elastic Theory -- A Review of the Settlement of Stone Columns in Compressible Soils -- Field Test and Numerical Analysis on Performance Upgrade of Existing Rockfall Protection Fence by Using High Energy Absorption Net -- Numerical Modelling for Ground Improvement of Batter Micropiles on Liquefiable Soils -- Slope Stability Analysis for Embankment on Wash Pond Sediments with Prefabricated Wick Drains and Staged Construction -- Bridge Approach Settlements: Lessons Learned from Present Case Studies and Ground Improvement Solutions -- Analysis of the Influence of Embankment Widening on Soft Ground with Differential Settlements on Pavement Structure -- Improving Reinforced Soil Performance Incorporating Vertical Reinforcement -- Safety Problem of Freezing Projects in Saline Soils -- Large Scale Test on Improving Ultra Soft Soil Using Electro-Osmotic Method -- Finite Element Modeling of a Field-Scale Shored Mechanically Stabilized Earth Wall -- Bearing Capacities of Geogrid-Reinforced Sand Bases under Static Loading -- Performance Study of Geosynthetic Reinforced Soil Retaining Structures -- Stability Analysis of Geobelt-Reinforced Cushion Foundations -- Noise Barriers by Steep Vegetated Walls Reinforced with Geosynthetics : An Economical Alternative? -- Geosynthetics and Pavement Life Cycle: An Analysis through the M-E PDG -- Mechanical Behavior of Geosynthetic-Reinforced Soil Retaining Wall -- 3D Parametric Study of Geosynthetic-Reinforced Column-Supported Embankments -- Prediction of Settlements of Geocell Reinforced Sand Foundations -- Investigation of Tire Chips-Sand Mixtures as Preventive Measure against Liquefaction -- Design Method for Flat Geotextile Tubes -- Laboratory Model Tests for a Strip Footing Supported on Geocell Reinforced Sand Bed -- Macro-Mesoscopic Study of the Interface between Sand and Geogrid -- Triaxial Compression and Extension Tests for Fiber-Reinforced Silty Sand. | |
506 | |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty | ||
520 | |a Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. This Geotechnical Special Publication contains 48 papers presenting the most current research on ground improvement and geosynthetics. Topics include: ground improvement, especially with regard to unstable ground; soft soils; expansive soils; collapsible soils; reclaimed soils; contaminated soils; and others. Papers analyze improvement methods including mechanical and hydraulic methods, chemical stabilization methods in both shallow and deep ground, and reinforcement methods using geosynthetics. -- |c Provided by publisher. | ||
590 | |a Knovel |b Knovel (All titles) | ||
650 | 0 | |a Soil stabilization |v Congresses. | |
650 | 0 | |a Geosynthetics |v Congresses. | |
650 | 0 | |a Earthwork |x Materials |v Congresses. | |
655 | 7 | |a elektronické knihy |7 fd186907 |2 czenas | |
655 | 9 | |a electronic books |2 eczenas | |
700 | 1 | |a Puppala, Anand J. | |
710 | 2 | |a American Society of Civil Engineers. | |
776 | 0 | 8 | |i Print version: |a GeoShanghai International Conference (2010). |t Ground improvement and geosynthetics. |d Reston, Va. : American Society of Civil Engineers : Geo-Institute, ©2010 |z 9780784411087 |w (DLC) 2010012100 |w (OCoLC)606234358 |
830 | 0 | |a Geotechnical special publication ; |v no. 207. | |
856 | 4 | 0 | |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpGIGPSGS3/ground-improvement-and?kpromoter=marc |y Full text |