Zobrazeno 1 - 10
of 30
pro vyhledávání: '"W. G. Wong"'
Publikováno v:
Geo-China 2016.
This paper summarizes the study on stress distributions induced by light weight deflectometer (LWD) tests on typical road subgrade soil masses in Hong Kong and they were subsequently compared with the ones from mechanistic and finite element analyses
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ad74cd3ff5d0c0f7397ff5597ece35d
https://doi.org/10.1061/9780784480083.004
https://doi.org/10.1061/9780784480083.004
Autor:
Alan W. G. Wong, Gordon L. M. Leung
Publikováno v:
RILEM Bookseries ISBN: 9789401773416
This paper discusses how the moisture susceptibility is influenced by the angularity characteristic and the composition of the fine aggregates. The results indicate that the composition of fine aggregate affects the moisture susceptibility of asphalt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ee263e3c801f407d1cf5bc3638d3414
https://doi.org/10.1007/978-94-017-7342-3_59
https://doi.org/10.1007/978-94-017-7342-3_59
Autor:
W. G. Wong
Publikováno v:
Materials and Structures. 37:532-538
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0fea4981bd890edeaf91ffe8a0626aa7
https://doi.org/10.1617/13986
https://doi.org/10.1617/13986
Publikováno v:
Proceedings of the Institution of Civil Engineers - Transport. 156:179-188
Since the introduction of pavement management systems (PMS) in China in 1984, there has been significant progress in research and development of such systems. This paper reviews the development of pavement management systems in China. Three main aspe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3e0a9c951ea966d9fe61d508cd9a50c
https://doi.org/10.1680/tran.2003.156.4.179
https://doi.org/10.1680/tran.2003.156.4.179
Publikováno v:
Cement and Concrete Research. 33:1371-1374
This paper reports on the results of a study of the dynamic properties impact toughness and abrasiveness of polymer-modified pastes (PMPs) using a styrene–acrylic ester copolymer emulation. The dynamic elastic modulus E d and the specific damping c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62e2c4c3994dd09ab8e73c52be7e9969
https://doi.org/10.1016/s0008-8846(03)00069-3
https://doi.org/10.1016/s0008-8846(03)00069-3
Publikováno v:
HKIE Transactions. 10:54-58
Asphalt pavement with semi-rigid base has been widely used in China. After more than ten years of applications, there were some performance related problems with the use of semi-rigid base. The research presented in this paper is a comparison study o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::90a7b3c2bfffbfb75c5e05503a55e6a3
https://doi.org/10.1080/1023697x.2003.10667921
https://doi.org/10.1080/1023697x.2003.10667921
Publikováno v:
Civil Engineering and Environmental Systems. 19:209-222
In view of the Gray Characteristic of pavements and the variability of pavement performance, a multiple-point excitation prediction model with rear effects on cement concrete pavement performance, GM(1,1, \delta_{i} ) model, is deduced and establishe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::104530f15d48b67307c1b02d15a9573c
https://doi.org/10.1080/10286600214154
https://doi.org/10.1080/10286600214154
Publikováno v:
Pavement Materials, Structures, and Performance.
Flexible pavements are relatively thick in Hong Kong which their thicknesses are generally designed to be at least 300 mm, generally due to high traffic volume. The design is based on the fatigue failure concept of the main structural layer (i.e. roa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de287bfaa3ea3cbd6c5da1491375b73e
https://doi.org/10.1061/9780784413418.040
https://doi.org/10.1061/9780784413418.040
Publikováno v:
Journal of Construction Engineering and Management. 121:160-163
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a73f5661d859a70d795862e4a0d2c1e3
https://doi.org/10.1061/(asce)0733-9364(1995)121:1(160)
https://doi.org/10.1061/(asce)0733-9364(1995)121:1(160)
Publikováno v:
Journal of Materials in Civil Engineering. 15:554-556
In this paper, the vibration damping properties of polymer-modified-cement (PMC) have been studied. The storage modulus (E′) and loss tangent (tan δ ) of PMC were studied by using a free vibration method. The propagation velocity of stress wave V
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c68f461b531c95a4db51fe6dfb6d1a0
https://doi.org/10.1061/(asce)0899-1561(2003)15:6(554)
https://doi.org/10.1061/(asce)0899-1561(2003)15:6(554)