Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Syed Mohd Ahmad"'
Publikováno v:
Infrastructures, Vol 4, Iss 2, p 15 (2019)
An accurate estimation of static and seismic earth pressures is extremely important in geotechnical design. The conventional Coulomb’s approach and Mononobe-Okabe’s approach have been widely used in engineering practice. However, the latter appro
Externí odkaz:
https://doaj.org/article/a4fb71882d5344b08f76bc604568a4c4
Publikováno v:
Géotechnique. 71:561-570
Polymer solutions are now commonly used as excavation-support fluids for the construction of bored piles (drilled shafts) and diaphragm walls around the world. Fluids based on synthetic polymers have several advantages over the conventional bentonite
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::63b82021c654af58d02f618e5a75d31d
https://doi.org/10.1680/jgeot.18.p.353
https://doi.org/10.1680/jgeot.18.p.353
Publikováno v:
Indian Journal of Otolaryngology and Head & Neck Surgery. 74:4521-4524
Arthrocentesis is a simple minimally invasive procedure with less risk of complications and significant benefits in patients with internal derangement of temporomandibular joint. Here we report a study on four patients to evaluate the efficacy of art
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4e2f4b3e50f8bd016a77f66b7837d5b5
https://doi.org/10.1007/s12070-021-02452-9
https://doi.org/10.1007/s12070-021-02452-9
Autor:
Syed Mohd Ahmad, Junied Bakr
Publikováno v:
Bakr, J & Ahmad, S M 2018, ' A finite element performance-based approach to correlate movement of a rigid retaining wall with seismic earth pressure ', Soil Dynamics and Earthquake Engineering, vol. 114, pp. 460-479 . https://doi.org/10.1016/j.soildyn.2018.07.025
The paper presents a unique finite element model-based investigation and development of a relationship betweenthe seismic active and passive earth pressure and the movement of a rigid retaining wall. A hardening soilwith small strain model with consi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::93107202a76f6b6380f4b2129e67a013
https://doi.org/10.1016/j.soildyn.2018.07.025
https://doi.org/10.1016/j.soildyn.2018.07.025
Autor:
Junied Bakr, Syed Mohd Ahmad
Publikováno v:
Numerical Methods in Geotechnical Engineering IX ISBN: 9781351003629
Numerical Methods in Geotechnical Engineering IX
Numerical Methods in Geotechnical Engineering IX
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1ecb7cd63f25273e7882935219c0a950
https://doi.org/10.1201/9781351003629-107
https://doi.org/10.1201/9781351003629-107
Autor:
Syed Mohd Ahmad
Publikováno v:
Ocean Engineering. 63:63-71
The present paper highlights the importance of seepage force on the seismic passive earth resistance when the backfill is saturated. Simple limit equilibrium analysis has been carried out. The seismic passive earth resistance has been calculated by u
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5532da616876e90da09400e2e454ee73
https://doi.org/10.1016/j.oceaneng.2013.01.020
https://doi.org/10.1016/j.oceaneng.2013.01.020
Publikováno v:
Xiong, Q, Jivkov, A P & Ahmad, S M 2016, ' Modelling reactive diffusion in clays with two-phase-informed pore networks ', Applied Clay Science, vol. 119, pp. 222-228 . https://doi.org/10.1016/j.clay.2015.10.013
Development of pore network models for reactive diffusion of various species in clays is presented. Networks are constructed using experimentally measured pore-space and solid-phase characteristics. This way incomplete experimental information for th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::420538adf9dc550b428afc3a1f3631d8
http://www.manchester.ac.uk/escholar/uk-ac-man-scw:268564
http://www.manchester.ac.uk/escholar/uk-ac-man-scw:268564
Autor:
Deepankar Choudhury, Syed Mohd Ahmad
Publikováno v:
Geosynthetics International. 16:1-10
This paper presents an analysis of the external stability of a waterfront reinforced soil retaining structure. Such structures, in addition to being subjected to normal hydrostatic pressures, are also subjected to earthquake, which gives rise to addi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0129908fa0354212186574ec8bddf21e
https://doi.org/10.1680/gein.2009.16.1.1
https://doi.org/10.1680/gein.2009.16.1.1
Autor:
Deepankar Choudhury, Syed Mohd Ahmad
Publikováno v:
Journal of Waterway, Port, Coastal, and Ocean Engineering. 134:252-260
This technical note pertains to the study of a waterfront retaining wall, retaining a partially submerged backfill, subjected to seismic forces. The pseudodynamic approach, which considers the effect of primary and shear wave propagation in the backf
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::792fa9e5f0304910c45d9464d55f6cac
https://doi.org/10.1061/(asce)0733-950x(2008)134:4(252)
https://doi.org/10.1061/(asce)0733-950x(2008)134:4(252)
Autor:
Deepankar Choudhury, Syed Mohd Ahmad
Publikováno v:
Ocean Engineering. 34:1947-1954
Waterfront retaining walls supporting dry backfill are subjected to hydrostatic pressure on upstream face and earth pressure on the downstream face. Under seismic conditions, if such a wall retains a submerged backfill, additional hydrodynamic pressu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a1caffec179a498ebc4614c5bb44b830
https://doi.org/10.1016/j.oceaneng.2007.03.005
https://doi.org/10.1016/j.oceaneng.2007.03.005