Zobrazeno 1 - 10
of 80
pro vyhledávání: '"Hossein MolaAbasi"'
Publikováno v:
Journal of Soft Computing in Civil Engineering, Vol 4, Iss 3, Pp 1-16 (2020)
Compression index (Cc) of normally consolidated (NC) clays determined by the oedometer experiments is utilized for calculating the consolidation settlement of shallow foundations. The determination of the Cc from the tests takes much more time and so
Externí odkaz:
https://doaj.org/article/f7bc771b397e45d1b97e49b30a4f512b
Autor:
Hossein MolaAbasi
Publikováno v:
Geotechnical and Geological Engineering. 41:3217-3224
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::84f4c47522c0b2ea5d7aa325ac2023e1
https://doi.org/10.1007/s10706-023-02428-2
https://doi.org/10.1007/s10706-023-02428-2
Publikováno v:
Journal of Central South University. 29:3140-3157
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4076e4c72ae3ed58d28f5118a303f450
https://doi.org/10.1007/s11771-022-5147-x
https://doi.org/10.1007/s11771-022-5147-x
Publikováno v:
Geo-Congress 2023.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d0d0bb6e40b9aca4463d6f0541d699ad
https://doi.org/10.1061/9780784484685.063
https://doi.org/10.1061/9780784484685.063
Publikováno v:
Road Materials and Pavement Design. 23:2924-2941
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2084201a4a521e320d667477c9cdc422
https://doi.org/10.1080/14680629.2021.1997789
https://doi.org/10.1080/14680629.2021.1997789
Publikováno v:
Soft Computing. 26:3545-3560
Using a set of cone penetration test (CPT) records,the current paper develops a general framework based on regression analyses to model the load-settlement (q-s) behavior of shallow foundations resting on a variety of soils ranging from silty clays t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e6d4f5e7b7edfeacd7d507ee155d79db
https://doi.org/10.1007/s00500-021-06485-8
https://doi.org/10.1007/s00500-021-06485-8
Autor:
Reza Jamshidi Chenari, Meghdad Payan, Aghileh Khajeh, Seyed Abolfazl Ebrahimi, Hossein MolaAbasi
Publikováno v:
Bulletin of Engineering Geology and the Environment. 80:8615-8632
The current study aims to assess the influence of EPS beads inclusion on the strength properties of stabilized poorly-graded sands. Various contents of zeolite and cement as stabilizing agents, with the total amounts of 4, 8, and 12% by dry soil weig
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19248fc625a22af2968fb8be27ab8303
https://doi.org/10.1007/s10064-021-02458-1
https://doi.org/10.1007/s10064-021-02458-1
Publikováno v:
Neural Computing and Applications. 33:15305-15318
Sand–cement stabilization is considered as one of the most common in situ methods in the soil improvement practices. Despite the importance of studying some fundamental characteristics such as the stress (q)–strain ( $$\varepsilon$$ ) and the por
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d056179605fa0b58f5211a8a4ec7494d
https://doi.org/10.1007/s00521-021-06157-6
https://doi.org/10.1007/s00521-021-06157-6
Publikováno v:
Construction and Building Materials. 378:131227
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a465fc00e54b295ae356d1832eefa10b
https://doi.org/10.1016/j.conbuildmat.2023.131227
https://doi.org/10.1016/j.conbuildmat.2023.131227
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 173:82-92
In this paper, a series of consolidated undrained triaxial tests, considering four confining pressures (i.e. 50, 100, 200 and 400 kPa), have been performed to investigate the effects of zeolite on the triaxial behaviour of cemented sands. The cement
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4149305c1221a2003b4d7deed7e1f7a8
https://doi.org/10.1680/jgrim.18.00009
https://doi.org/10.1680/jgrim.18.00009