Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Nai-xing Liang"'
Publikováno v:
Polymer Korea. 47:33-41
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c72429f2e309c6886065637cf3ffbc13
https://doi.org/10.7317/pk.2023.47.1.33
https://doi.org/10.7317/pk.2023.47.1.33
Publikováno v:
Materials Science Forum. 852:1436-1442
The numerical analysis model and analytic formula, concerning flexural-tensile composite modulus of steel deck paving materials, were established with five-point loading composite beams, in order to explore the modulus value of steel deck paving mate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b92e926a400d8dd33632b9cc7edd19d
https://doi.org/10.4028/www.scientific.net/msf.852.1436
https://doi.org/10.4028/www.scientific.net/msf.852.1436
Publikováno v:
Advanced Materials Research. :728-732
Based on the analysis of chemical constituents and mineral composition, a new disposal method of alumina red mud added in cement stabilized macadam base was put forward. Through experiments of compressive strength, dynamic elastic modulus, splitting
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc601f4b527aed75152659ce4d1fe717
https://doi.org/10.4028/www.scientific.net/amr.250-253.728
https://doi.org/10.4028/www.scientific.net/amr.250-253.728
Publikováno v:
ICCTP 2010.
In order to develop the technology for real-time detection of compaction degree from vibratory rollers, a dynamic system model of the vibration drum and the resulting compacted soil was created. The correlation between the vibration acceleration of t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc0ae634a353ab7624611c3f448a33fc
https://doi.org/10.1061/41127(382)316
https://doi.org/10.1061/41127(382)316
Publikováno v:
International Conference on Transportation Engineering 2009.
In order to study the surface characteristics of exposed-aggregate cement concrete pavement, the measurement mechanism of surface texture depth was analyzed by using digital image technique. Based on the principle of least square and Table curve thre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::283c341114bae62f8b4f079ce4d29824
https://doi.org/10.1061/41039(345)243
https://doi.org/10.1061/41039(345)243
Publikováno v:
Road Pavement Material Characterization and Rehabilitation.
The sand-gravel materials have a nonlinear behavior, the resilient modulus can describe the behavior effectively, and the resilient modulus model can be attained through enlarged bearing plate test. By analyzing the limitations of traditional bearing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bbf27e45f21ba7ea085531dd9a7c5b1b
https://doi.org/10.1061/41043(350)24
https://doi.org/10.1061/41043(350)24