Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Md Rajibul Karim"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 5, Pp 1761-1775 (2024)
Climate change is one of the major global challenges and it can have a significant influence on the behaviour and resilience of geotechnical structures. The changes in moisture content in soil lead to effective stress changes and can be accompanied b
Externí odkaz:
https://doaj.org/article/3f3e16714efa4e349315b3abbe191c61
Publikováno v:
Geotechnics, Vol 3, Iss 4, Pp 1085-1103 (2023)
Expansive soils change volume due to changes in moisture content, which results in ground movement. Lightweight shallow-depth structures such as pavements, residential footings, and pipelines can suffer distress as they face additional stresses from
Externí odkaz:
https://doaj.org/article/2f15d6dcb61c4d45bd619804fe4b93b4
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 5, Pp 1226-1247 (2023)
Microbial-induced carbonate precipitation (MICP) and enzyme-induced carbonate precipitation (EICP) are two bio-cementation techniques, which are relatively new methods of ground improvement. While both techniques share some similarities, they can exh
Externí odkaz:
https://doaj.org/article/a9039164da05449b959a771ffd0bbf8f
Publikováno v:
Geosciences, Vol 12, Iss 12, p 449 (2022)
Soil liquefaction or instability, one of the most catastrophic phenomena, has attracted significant research attention in recent years. The main cause of soil liquefaction or instability is the reduction in the effective stress in the soil due to the
Externí odkaz:
https://doaj.org/article/0e6c4ff240b24573bd77b59e5c59e102
Autor:
Md Rajibul Karim, Md Mizanur Rahman, Khoi Nguyen, Donald Cameron, Asif Iqbal, Isaac Ahenkorah
Publikováno v:
Energies, Vol 14, Iss 20, p 6760 (2021)
Expansive soils go through significant volume changes due to seasonal moisture variations resulting in ground movements. The ground movement related problems are likely to worsen in the future due to climate change. It is important to understand and
Externí odkaz:
https://doaj.org/article/1003de4afdf043e196b5437693b95ce8
Publikováno v:
Frontiers of Structural and Civil Engineering. 17:53-77
The application of unbonded post-tensioning (PT) in structural walls has led to the development of advanced self-centring (rocking) shear wall systems that has significant advantages, including accelerated construction due to the incorporation of pre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eeb053ed1149232aba994d3a8e7fc310
https://doi.org/10.1007/s11709-022-0850-0
https://doi.org/10.1007/s11709-022-0850-0
Publikováno v:
Geo-Congress 2023.
Lightweight structures founded on expansive soils can be affected by soil-atmospheric boundary interaction. For example, soils can go through significant volume change when subjected to changes in moisture content, causing ground movement. One of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e4d4985d229ef71cc2a0123589dffa42
https://doi.org/10.1061/9780784484661.068
https://doi.org/10.1061/9780784484661.068
Publikováno v:
Geo-Congress 2023.
Enzyme induced calcite precipitation (EICP), as a bio-cementation technique, has been used to improve the strength and stiffness of unstable soils. In this paper, the influence of key treatment conditions for EICP soil treatment such as curing temper
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::43b99bdade2a1e41ea0c9dd2d7b7cece
https://doi.org/10.1061/9780784484661.053
https://doi.org/10.1061/9780784484661.053
Publikováno v:
Geo-Congress 2023.
This study evaluates the influence of the inter-particle friction coefficient and particle elasticity on the critical state behavior of granular assembly using an open-sourced software, YADE. A range of μ between 0 and 0.5 has been used in the liter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4c6215e9cffea42911d24d839d95cab0
https://doi.org/10.1061/9780784484692.027
https://doi.org/10.1061/9780784484692.027
Studying the behavior of surrounding soil in in situ environments during earth pressure balance (EPB) shield tunneling is deemed of great importance, and the discrete element method (DEM) has been commonly adopted for replicating the granular soil an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::230201192cde0f46b5e5001edb0b5c33
https://hdl.handle.net/11541.2/33422
https://hdl.handle.net/11541.2/33422
