Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Dingming Dong"'
Publikováno v:
Advances in Materials Science and Engineering, Vol 2021 (2021)
The technical performances of Solution Road RomixSoilfix- (SRX-) stabilized graded macadam (SSGM) are investigated to promote its application. The specimen curing conditions were proposed to improve the test efficiency by analyzing the influence of c
Externí odkaz:
https://doaj.org/article/6c8b85be65cc48789b924066c6d9f041
Publikováno v:
Interpretation. 8:T981-T990
The Chang 7 oil layer from the upper Triassic Yanchang Formation is an important layer for hydrocarbon exploration. Most studies on the Chang 7 oil layer have focused on the source rocks, while research on the sandstone is still inadequate, especiall
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97f760246c84a52ec840aae57b562239
https://doi.org/10.1190/int-2019-0158.1
https://doi.org/10.1190/int-2019-0158.1
Publikováno v:
Construction and Building Materials. 211:383-394
Plastic deformation of graded crushed stone (GCS) exceeding a certain threshold is prone to cause the failure of GCS base and the excessive deformation of asphalt pavement. However, few studies have been conducted regarding a control standard of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::889161c0c322f2c08060e4896f18f327
https://doi.org/10.1016/j.conbuildmat.2019.03.254
https://doi.org/10.1016/j.conbuildmat.2019.03.254
Publikováno v:
Advances in Materials Science and Engineering, Vol 2021 (2021)
The technical performances of Solution Road RomixSoilfix- (SRX-) stabilized graded macadam (SSGM) are investigated to promote its application. The specimen curing conditions were proposed to improve the test efficiency by analyzing the influence of c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5b37968a6adddd9dfbcb0a6942b5fe60
https://doaj.org/article/6c8b85be65cc48789b924066c6d9f041
https://doaj.org/article/6c8b85be65cc48789b924066c6d9f041
Publikováno v:
Materials and Structures. 53
Plastic deformation behaviour of graded crushed stone (GCS) base affects the service life of flexible pavement. This paper presents a simple prediction model to characterize the plastic deformation behaviour of GCS base. A relative deformation model
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4a2dde25aa184d2b75b424aeb6d41685
https://doi.org/10.1617/s11527-020-01470-3
https://doi.org/10.1617/s11527-020-01470-3