ORCID Profile
0000-0003-1041-5376
Current Organisations
Deakin University
,
Wuhan University of Technology
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Publisher: Elsevier BV
Date: 21
Publisher: Elsevier BV
Date: 12-2017
Publisher: Royal Society of Chemistry (RSC)
Date: 2022
DOI: 10.1039/D1EE03311E
Abstract: The in situ atomization of carbon supported metal oxide nanoparticles provides a novel strategy to synthesize atomic sites supported on highly graphitized carbon materials with high metal loading and controlled atomic layers.
Publisher: Elsevier BV
Date: 04-2007
Publisher: Royal Society of Chemistry (RSC)
Date: 2021
DOI: 10.1039/D1MA00681A
Abstract: Carbon intercalated 1T-MoS 2 (MoS 2 -2C) for efficiently electrocatalytic H 2 evolution is synthesized via a glucose-assisted approach, which not only stablizes the active 1T-MoS 2 but also modifies the electronic structure of the in-plane sites.
Publisher: Elsevier BV
Date: 02-2022
Publisher: Wiley
Date: 28-02-2017
Publisher: Elsevier BV
Date: 09-2019
Publisher: American Society of Civil Engineers (ASCE)
Date: 08-2020
Publisher: Elsevier BV
Date: 06-2017
Publisher: Elsevier BV
Date: 2021
Publisher: Springer Singapore
Date: 11-10-2020
Publisher: Elsevier BV
Date: 09-2011
Publisher: Elsevier BV
Date: 11-2017
Publisher: Informa UK Limited
Date: 09-05-2021
Publisher: Springer International Publishing
Date: 26-09-2021
Publisher: Elsevier BV
Date: 10-2019
Publisher: Elsevier BV
Date: 02-2019
Publisher: Springer Netherlands
Date: 2016
Publisher: Elsevier BV
Date: 07-2021
Publisher: Elsevier BV
Date: 03-2021
Publisher: American Society of Civil Engineers (ASCE)
Date: 03-2018
Publisher: Trans Tech Publications, Ltd.
Date: 10-0100
DOI: 10.4028/WWW.SCIENTIFIC.NET/MSF.866.31
Abstract: It is well known that cement stabilization of granular materials is a cost-effective and environmentally friendly technique for the highway construction. However, the testing and design methods for these stabilized materials have not been sufficiently advanced scientifically, which hinders their full potential application. The proper characterization of the stabilized pavement materials is vital for the successful pavement design and construction. This paper presents the results from an experimental study on the effect of cement stabilization on pavement materials in terms of engineering properties essential for use in mechanistic design of road pavements. The test results from this study revealed that the index and shrinkage properties of the pavement materials are significantly influenced by cement content, and the tensile and compressive resistances of a cement stabilized pavement base layer increase significantly with the increasing cement content and increasing curing period. Based on the test results, it is concluded that the flexural modulus/UCS and the flexural strength/UCS ratios of the cement stabilized pavement materials depend on the material, age of curing, initial stage of the compacted material and laboratory testing practices.
Publisher: Springer Science and Business Media LLC
Date: 23-05-2020
Publisher: American Society of Civil Engineers (ASCE)
Date: 06-2018
Publisher: Elsevier BV
Date: 12-2007
Publisher: Elsevier BV
Date: 10-2022
Publisher: Wiley
Date: 16-04-2020
DOI: 10.1002/NAG.3076
Publisher: American Society of Civil Engineers
Date: 06-07-2017
No related grants have been discovered for Haolin Tang.