Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Rowshon Jadid"'
Publikováno v:
International Journal of Geotechnical Engineering. :1-10
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3cfb26d45c84a069c6b409a9027fdcff
https://doi.org/10.1080/19386362.2023.2195730
https://doi.org/10.1080/19386362.2023.2195730
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::18266a628b098ba8c47665cb89126e00
https://doi.org/10.1061/(asce)gt.1943-5606.0002754
https://doi.org/10.1061/(asce)gt.1943-5606.0002754
Publikováno v:
Geo-Extreme 2021.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::036ca4253c29621b670377566d23de7b
https://doi.org/10.1061/9780784483688.014
https://doi.org/10.1061/9780784483688.014
Autor:
Rowshon Jadid, J. Brian Anderson, Fangzhou Liu, Long Vo, Jinung Do, Ahsanuzzama, Dan Jackson, Timothy D. Stark, Gokhan Inci, Jody Kuhne, Brina M. Montoya, R. Lee Wooten, Navid H. Jafari, Nadarajah Ravichandran
Publikováno v:
Geo-Extreme 2021.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::02180f7f9b0f97e220c11c89323307b0
https://doi.org/10.1061/9780784483688.019
https://doi.org/10.1061/9780784483688.019
Publikováno v:
Geotechnical and Geological Engineering. 37:3567-3586
Vertical anchor is a structural member designed to resist the pullout forces and ensure stability of the geotechnical structures. At present, an accurate, reliable, efficient, and economic design of a vertical anchor is a challenge to many engineers.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a1603d5b420a448e71747c955c3733d
https://doi.org/10.1007/s10706-019-00870-9
https://doi.org/10.1007/s10706-019-00870-9
Publikováno v:
International Journal of Geomechanics. 20
This paper presents an analytical model for the estimation of the ultimate pullout capacity of vertical anchors embedded in frictional soils. The analytical model developed using the princi...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cac0b6ada895b28c5ced57707f28770f
https://doi.org/10.1061/(asce)gm.1943-5622.0001576
https://doi.org/10.1061/(asce)gm.1943-5622.0001576
Autor:
Rowshon Jadid, Azmayeen Rafat Shahriar
Publikováno v:
Applied Clay Science. 162:524-533
Dredged clay is often undesirable as a foundation soil layer since it undergoes large deformation with time. In addition, the space constraint due to ever-growing population might require to utilize the dredged-fill reclaimed lands. As such, an effor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::37cfd9a5f3d39eeeffdfb1f73345e7a9
https://doi.org/10.1016/j.clay.2018.05.023
https://doi.org/10.1016/j.clay.2018.05.023
Publikováno v:
Applied Clay Science. 153:217-227
The present study investigates the moisture content at which the thixotropic effect is maximum, as well as the effect of such aging on compression. For this research, samples were prepared at moisture contents ranging from 0.55–1.25 times their cor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec6e6149b5630b608a4e00c27a321402
https://doi.org/10.1016/j.clay.2017.12.029
https://doi.org/10.1016/j.clay.2017.12.029
Publikováno v:
Geomechanics and Engineering. 12:675-688
The anchor block is a specially designed concrete member intended to withstand pullout or thrust forces from backfill material of an internally stabilized anchored earth retaining wall by passive resistance of soil in front of the block. This study p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe1a336bfb86ee5f7fa4be2efd4d6b4e
https://doi.org/10.12989/gae.2017.12.4.675
https://doi.org/10.12989/gae.2017.12.4.675
Publikováno v:
Transportation Geotechnics. 26:100451
This paper investigates the effectiveness of Sand Compaction Pile (SCP) in improving the density characteristics of cohesionless soil. The performance of SCP for different pile spacing, pile arrangement such as triangular and square, and coarseness o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b92ce50d1e46bd9ab926bb1bca586c5b
https://doi.org/10.1016/j.trgeo.2020.100451
https://doi.org/10.1016/j.trgeo.2020.100451