skip to content
Geomaterials 2008. Preview this item
ClosePreview this item
Checking...

Geomaterials 2008.

Author: National Research Council (U.S.). Transportation Research Board.; National Research Council (U.S.). Transportation Research Board. Committee on Mineral Aggregates.; National Research Council (U.S.). Transportation Research Board. Committee on Cementitious Stabilization.; National Research Council (U.S.). Transportation Research Board. Committee on Chemical and Mechanical Stabilization.
Publisher: Washington, D.C. : Transportation Research Board, 2008.
Series: Transportation research record, no. 2059.
Edition/Format:   Print book : EnglishView all editions and formats
Summary:
TRR no. 2059 includes 11 papers that explore the Micro-Deval test for coarse aggregates, the Micro-Deval test for fine aggregates, anisotropic behavior of aggregate bases, permanent deformation of natural bituminous sands, stiffness of unbound aggregate bases, and shear strength of recycled glass. This issue of the TRR also examines the performance of chemically modified subgrade soils, rutting of cement-treated  Read more...
Rating:

(not yet rated) 0 with reviews - Be the first.

Subjects
More like this

Find a copy online

Links to this item

Find a copy in the library

&AllPage.SpinnerRetrieving; Finding libraries that hold this item...

Details

Material Type: Internet resource
Document Type: Book, Internet Resource
All Authors / Contributors: National Research Council (U.S.). Transportation Research Board.; National Research Council (U.S.). Transportation Research Board. Committee on Mineral Aggregates.; National Research Council (U.S.). Transportation Research Board. Committee on Cementitious Stabilization.; National Research Council (U.S.). Transportation Research Board. Committee on Chemical and Mechanical Stabilization.
ISBN: 9780309113298 0309113296
OCLC Number: 288430719
Notes: "Journal of the Transportation Research Board."
"A peer-reviewed publication."
Papers sponsored by Mineral Aggregates Committee, Cementitious Stabilization Committee, and Chemical and Mechanical Stabilization Committee.
Description: vii, 102 pages : illustrations, charts, map ; 28 cm.
Contents: Results of micro-deval test for coarse aggregates from Virginia sources / M. Shabbir Hossain, D. Stephen Lane, Benjamin N. Schmidt --
Use of the micro-deval test for assessing fine aggregate durability / M. Shabbir Hossain, D. Stephen Lane, Benjamin N. Schmidt --
Material factors that influence anisotropic behavior of aggregate bases / Reza Salehi, Dallas N. Little, Eyad Masad --
Permanent deformation behavior of naturally occuring bituminous sands / Joseph Anochie-Boateng, Erol Tutumluer, Samuel H. Carpenter --
Effects of moisture and time on stiffness of unbound aggregate base coarse materials / Ulas Toros, Dennis R. Hiltunen --
Shear strength characteristics of recycled glass / Phillip S.K. Ooi [and three others] --
Long-term performance of chemically modified subgrade soils in Indiana / Chulmin Jung [and three others] --
Assessing rutting susceptibility of cement-treated base material under early trafficking with heavy Clegg impact soil tester / W. Spencer Guthrie, G. Benjamin Reese --
Physicochemical behavior of cement kiln dust-treated kaolinite clay / Sulapha Peethamparan, Jan Olek, Sidney Diamond --
Georgia's use of lime in full-depth reclamation / Charles R. Smith [and three others] --
Rapid assessment of cement and fiber stabilized soil using roller-integrated compaction monitoring / J. Kent Newman, David J. White.
Series Title: Transportation research record, no. 2059.
More information:

Abstract:

TRR no. 2059 includes 11 papers that explore the Micro-Deval test for coarse aggregates, the Micro-Deval test for fine aggregates, anisotropic behavior of aggregate bases, permanent deformation of natural bituminous sands, stiffness of unbound aggregate bases, and shear strength of recycled glass. This issue of the TRR also examines the performance of chemically modified subgrade soils, rutting of cement-treated base material, physicochemical behavior of cement kiln dust-treated kaolinite clay, lime in full-depth reclamation, and cement and fiber-stabilized soil rapid assessment using roller-integrated compaction monitoring.

Reviews

User-contributed reviews
Retrieving GoodReads reviews...
Retrieving DOGObooks reviews...

Tags

Be the first.
Confirm this request

You may have already requested this item. Please select Ok if you would like to proceed with this request anyway.

Close Window

Please sign in to WorldCat 

Don't have an account? You can easily create a free account.