Soil mechanics 2014.

"TRB's Transportation Research Record (TRR): Journal of the Transportation Research Board, No. 2462 Soil Mechanics 2014 consists of 15 articles that examine the effects of fines content on hydraulic conductivity and shear strength of granular structural backfill; an evaluation of AASHTO de...

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Bibliographic Details
Corporate Authors:	National Research Council (U.S.). Transportation Research Board. Committee on Transportation Earthworks (sponsoring body.), National Research Council (U.S.). Transportation Research Board. Committee on Foundations of Bridges and Other Structures (sponsoring body.), National Research Council (U.S.). Transportation Research Board (Committee on Subsurface Soil-Structure Interaction,, sponsoring body., Committee on Modeling for the Design,, Construction,, Management of Geosystems,, Committee on Subsurface Drainage,), National Research Council (U.S.). Transportation Research Board. Committee on Geosynthetics (sponsoring body.), National Research Council (U.S.). Transportation Research Board. Committee on Cementitious Stabilization (sponsoring body.)
Format:	Book
Language:	English
Published:	Washington, D.C. : Transportation Research Board, 2014.
Series:	Transportation research record ; 2462.
Subjects:	Soil stabilization. Roads > Foundations. Soil mechanics. soil tests. full-depth reclamation. ground settlement. geosynthetics.
Online Access:	Publisher's description Table of contents, with abstracts Transportation Research Records series

Description
Summary:	"TRB's Transportation Research Record (TRR): Journal of the Transportation Research Board, No. 2462 Soil Mechanics 2014 consists of 15 articles that examine the effects of fines content on hydraulic conductivity and shear strength of granular structural backfill; an evaluation of AASHTO default values for pullout friction factor (f*) for steel grid mat reinforcement; strength and creep characteristics of reclaimed asphalt pavement-sand blend backfill in mechanically stabilized earth walls; a full-scale investigation of differential settlements beneath a geosynthetic-reinforced soil bridge abutment; and a case study on instrumenting and testing full-scale test piles for evaluating setup phenomena. This TRR also explores large-diameter pipe piles driven for the Ebey Slough Bridge replacement project in Marysville, Washington; a field test and three-dimensional numerical analysis of a soil-steel tunnel during backfilling; the Fröhlich Theory-based approach for analysis of stress distribution in a layered system; a performance evaluation of roadway subdrain outlets in Iowa; and seismic performance of geosynthetic-encased stone columns. Additionally, this TRR summarizes a long-term evaluation of geosynthetic reinforcement of flexible pavements constructed over thick organic soil deposits; an investigation of geogrid-reinforced railroad ballast behavior using large-scale triaxial testing and discrete element modeling; killing the Ettringite reaction in sulfate-bearing soils; modeling the drying process of unbound soils and cementitiously stabilized soils; and a comparison of full-depth reclamation with foamed asphalt and full-depth reclamation with no stabilizer in accelerated loading tests." -- Publisher's description
Item Description:	"Journal of the Transportation Research Board." "A peer-reviewed publication." Papers reviewed by Transportation Earthworks Committee, Foundations of Bridges and Other Structures Committee, Subsurface Soil-Structure Interaction Committee, Modeling for the Design, Construction, and Management of Geosystems Committee, Subsurface Drainage Committee, Geosynthetics Committee, and Cementitious Stabilization Committee.
Physical Description:	vii, 135 pages : illustrations, charts, maps ; 28 cm Abstracts available, with full papers for purchase, at: http://trrjournalonline.trb.org/loi/trr
Bibliography:	Includes bibliographical references.
ISBN:	9780309295536 030929553X
ISSN:	0361-1981 ;