Zobrazeno 1 - 10
of 14
pro vyhledávání: '"MinQiang MENG"'
Publikováno v:
Acta Geotechnica. 18:2373-2388
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1fd7557bb6d0805d66bbef7abc0bcf89
https://doi.org/10.1007/s11440-022-01744-w
https://doi.org/10.1007/s11440-022-01744-w
Autor:
MinQiang MENG, Yang XIAO, ZengChun SUN, ZhiChao ZHANG, Xiang JIANG, HanLong LIU, Xiang HE, HuanRan WU, JinQuan SHI
Publikováno v:
SCIENTIA SINICA Technologica. 52:999-1021
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::27f19fad4abecefa771e037bd8b0d2bb
https://doi.org/10.1360/sst-2021-0387
https://doi.org/10.1360/sst-2021-0387
Publikováno v:
SCIENTIA SINICA Technologica. 52:1035-1047
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c29b62ef9e84485c7f6ffd093138a349
https://doi.org/10.1360/sst-2021-0241
https://doi.org/10.1360/sst-2021-0241
Publikováno v:
Acta Geotechnica.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::baf83ac50c8c9f1784b3fd10ce04f43c
https://doi.org/10.1007/s11440-022-01516-6
https://doi.org/10.1007/s11440-022-01516-6
Publikováno v:
Journal of Testing & Evaluation; Mar2023, Vol. 51 Issue 2, p1-18, 18p
Publikováno v:
Science China Technological Sciences. 64:535-547
Polyurethane foam adhesive (PFA) has been introduced as an alternative stabilizer in geotechnical applications because PFA can improve the engineering characteristics of soil by filling the pore space and generating adhesive bonding among the particl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bf83e718e3ab262c67130604d16daa85
https://doi.org/10.1007/s11431-020-1707-5
https://doi.org/10.1007/s11431-020-1707-5
Publikováno v:
Journal of Testing and Evaluation. 51:20220375
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d8aeab997c0b099dd8447927daeb01a
https://doi.org/10.1520/jte20220375
https://doi.org/10.1520/jte20220375
Publikováno v:
SCIENTIA SINICA Technologica.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::040898751ebb5120fbc7e9ca5030e14c
https://doi.org/10.1360/sst-2021-0351
https://doi.org/10.1360/sst-2021-0351
Publikováno v:
Challenges and Innovations in Geomechanics ISBN: 9783030645137
To explore the difference between the critical state lines (CSL) of crushable and uncrushable sand with the same gradation as crushable sand at the critical state, two sets of DEM simulations are conducted with different confining pressure. A series
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d6d4ecb464eb471f1bc99d1a590c621
https://doi.org/10.1007/978-3-030-64514-4_25
https://doi.org/10.1007/978-3-030-64514-4_25
Publikováno v:
Geoscience Frontiers, Vol 9, Iss 6, Pp 1699-1709 (2018)
A nonlinear regression model for peak-failure strength prediction of rockfill materials is proposed. It is based on the relationship between the peak-failure stress ratio and the normalized confining pressure as well as the relationship between the n
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::366609251bb99838b635d450e53dc89d
https://doi.org/10.1016/j.gsf.2017.07.001
https://doi.org/10.1016/j.gsf.2017.07.001