Ground improvement and geosynthetics : (Record no. 52019)

MARC details
000 -LEADER
fixed length control field 06886cam a2200385Ka 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818132605.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 120402s2010 vaua ob 101 0 eng d
010 ## - LIBRARY OF CONGRESS CONTROL NUMBER
LC control number 2010012100
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9780784473474
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 0784473471
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9781628705911
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 1628705914
035 ## - SYSTEM CONTROL NUMBER
System control number .b12253406
090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN)
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) TA749
Local cutter number (OCLC) ; Book number/undivided call number, CALL (RLIN) .G46 2010eb
111 2# - MAIN ENTRY--MEETING NAME
Meeting name or jurisdiction name as entry element GeoShanghai International Conference
Date of meeting or treaty signing (2010)
245 10 - TITLE STATEMENT
Title Ground improvement and geosynthetics :
Remainder of title proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China /
Statement of responsibility, etc. edited by Anand Puppala [and others].
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Reston, Va. :
Name of publisher, distributor, etc. American Society of Civil Engineers :
-- Geo-Institute,
Date of publication, distribution, etc. 2010.
300 ## - PHYSICAL DESCRIPTION
Extent 1 online resource (x, 380 pages) :
Other physical details illustrations.
490 1# - SERIES STATEMENT
Series statement Geotechnical special publication ;
Volume/sequential designation no. 207
500 ## - GENERAL NOTE
General note "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 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Includes bibliographical references and indexes.
505 0# - FORMATTED CONTENTS NOTE
Formatted contents note 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# - FORMATTED CONTENTS NOTE
Formatted contents note 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.
520 ## - SUMMARY, ETC.
Summary, etc. 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. --
Assigning source Provided by publisher.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil stabilization
Form subdivision Congresses.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Geosynthetics
Form subdivision Congresses.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Earthwork
General subdivision Materials
Form subdivision Congresses.
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Puppala, Anand J.
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element American Society of Civil Engineers.
856 40 - ELECTRONIC LOCATION AND ACCESS
Materials specified Download: Knovel
Uniform Resource Identifier <a href="https://app.knovel.com/hotlink/toc/id:kpGIGPSGS3/ground-improvement-geosynthetics/ground-improvement-geosynthetics">https://app.knovel.com/hotlink/toc/id:kpGIGPSGS3/ground-improvement-geosynthetics/ground-improvement-geosynthetics</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12253406
b mngc
c n
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 251209
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 190207
First date, FD (RLIN) e
-- h
-- n
-- 0

No items available.

คัดลอกแล้ว!