Influence of Bitumen Modification and Gradation on Performance Characteristics of Asphalt Pavements (Record no. 10485)

MARC details
000 -LEADER
fixed length control field a
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20191209145934.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 191209b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 11089
Author Ramesh A.
245 ## - TITLE STATEMENT
Title Influence of Bitumen Modification and Gradation on Performance Characteristics of Asphalt Pavements
250 ## - EDITION STATEMENT
Volume, Issue number Vol.100(3), Sep
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. New York
Name of publisher, distributor, etc. Springer
Year 2019
300 ## - PHYSICAL DESCRIPTION
Pagination 407-416p.
520 ## - SUMMARY, ETC.
Summary, etc. In the mix design process, as gradation has a significant effect, the selection of suitable aggregate gradation plays a vital role on the performance of the pavement during its service life. In India, many researchers and practitioners are following the midpoint blending process suggested by the Ministry of Road Transport and Highways (MoRTH), Government of India. Bailey’s method of aggregate blending was developed based on the strong philosophy that the coarse aggregates form the interlocked skeleton while the fine aggregates help in subsequent packing of the aggregates in the mix. It is with this premise that the current experimental investigations were taken up to study the efficacy of bituminous concrete mixes prepared with Bailey’s blend vis-a-vis the standard mixes prepared with MoRTH’s midpoint blending guidelines. MoRTH’s Bituminous Concrete-1 mix was chosen for the current investigation. Both the mixes were prepared in strict conformity with the standards and were tested for their volumetric properties, tensile strength, resilient modulus, rut resistance and stripping properties. Additionally, a stripping nullifying strategy of adding shredded plastics to the mix was also tried during the current investigation. Mix combinations having MoRTH’s midpoint and Bailey’s blends, with and without shredded plastics, totaling to four different mixes, were prepared. These mixes were initially investigated to arrive at optimum binder as well as plastic contents using Marshall’s mix design process. Further, these optimized bituminous concrete mixtures were assessed for indirect tensile strength, resilient modulus and rutting tests which were performed under wet conditions at 50 °C. Bailey’s blended mixes with and without shredded plastics were found to be clearly outperforming the corresponding MoRTH’s mixtures with and without shredded plastics.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
9 (RLIN) 4621
Topical term or geographic name entry element Civil Engineering
700 ## - ADDED ENTRY--PERSONAL NAME
9 (RLIN) 11090
Co-Author Gaud, Satish M.
773 0# - HOST ITEM ENTRY
Title Journal of the institution of engineers (India): Series A
Place, publisher, and date of publication Switzerland Springer
International Standard Serial Number 2250-2149
856 ## - ELECTRONIC LOCATION AND ACCESS
URL https://link.springer.com/article/10.1007/s40030-019-00369-9
Link text Click here
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Articles Abstract Database
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Home library Current library Shelving location Date acquired Total Checkouts Barcode Date last seen Price effective from Koha item type
    Dewey Decimal Classification     School of Engineering & Technology School of Engineering & Technology Archieval Section 09/12/2019   2020415 09/12/2019 09/12/2019 Articles Abstract Database
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