Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Liehong Ju"'
Publikováno v:
Water; Volume 15; Issue 10; Pages: 1874
Precast concrete block slope protection is widely used due to its advantages of easy detection and laying, ease of organization, and the limited time required for construction. In order to prevent the soil or gravel bedding of precast concrete from b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eb7641229246c7fc031c66984be31a8b
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811961373
With China’s economic development, many inland waterways adopt vertical revetment structure to save land resources, but this structure is not conducive to wave attenuation. According to the measurement results of the ship wave data of typical ship
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9f7ea1244ce47bc94971dbf6ded5ea4c
https://doi.org/10.1007/978-981-19-6138-0_9
https://doi.org/10.1007/978-981-19-6138-0_9
Publikováno v:
APAC 2019 ISBN: 9789811502903
The scouring of piles, piers, pipelines and spur dike under the action of current and wave is a very important problem in coastal engineering. In this paper, we present physical modeling results in a 50 m long and 15 m wide basin with a submerged spu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::000a83d933c4df140c9af234dc023307
https://doi.org/10.1007/978-981-15-0291-0_66
https://doi.org/10.1007/978-981-15-0291-0_66
Publikováno v:
Procedia Engineering. 116:778-785
In the design of revetment engineering under wave action, to resist the wave action, the pattern of Top layer - Filter layer – Core(subsoil) is often adopted. In general, the structure of top layer is usually single discrete blocks, typically accro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ac7c4a9dcd50b7c058b0c3a995bb91a4
Publikováno v:
Journal of Shipping and Ocean Engineering. 5
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f9b1818561a9dd859111397fb6bfcc65
https://doi.org/10.17265/2159-5879/2015.06.006
https://doi.org/10.17265/2159-5879/2015.06.006
Publikováno v:
Coastal Engineering Proceedings. 1:55
Extensive researches have been done for the interaction between open-type pile foundation structure and waves, including uplift force of wharf deck, horizontal force of structure and wave transmission behind breakwaters, among which wave transmission
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::617e5ddcc4375bc362ac637d4a901baf
https://doi.org/10.9753/icce.v32.structures.55
https://doi.org/10.9753/icce.v32.structures.55