Investigation of interface between asphalt core and gravel transition zone in embankment dams-Reference-Cited by-同舟云学术

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Investigation of interface between asphalt core and gravel transition zone in embankment dams

Published:2018-10 Issue: Volume:185 Page:148-155
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Wang Weibiao,Feng Shan,Zhang Yingbo

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Influence of soft rockfill material on a central bituminous concrete membrane;Tschernutter,1997

2. Asphalt core embankment dams: resent case studies and research;Höeg;Int. J. Hydropower Dams,2007

3. Design and performance of the Yele asphalt-core rockfill dam;Wang;Can. Geotech. J.,2010

4. Design and construction of high asphalt core embankment dams;Höeg,2017

5. Design and construction of the Quxue asphalt core rockfill dam;Wang;Int. J. Hydropower Dams,2017

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1. Impact of initial gradation on compaction characteristics and particle crushing behavior of gravel under dynamic loading;Powder Technology;2024-11

2. Experimental study on the shear behavior of the interface between asphalt concrete core wall and transition layer;Construction and Building Materials;2024-08

3. Evaluating the impervious performance of hydraulic asphalt concrete in embankment dams: A study of crack evolution at different temperatures;Construction and Building Materials;2024-08

4. Effects of Test-Specimen Boundary Conditions on the Interpretation of Stress–Strain Results for Hydraulic Asphalt Concrete;Arabian Journal for Science and Engineering;2024-05-30

5. Influence of difference in deformation modulus between asphalt concrete core and transition layer on core behavior and difference threshold determination;Computers and Geotechnics;2024-05

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