Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Sudheesh Thiyyakkandi"'
Autor:
Sudheesh Thiyyakkandi, Alpha Lukose
Publikováno v:
International Journal of Geotechnical Engineering. 16:1068-1082
Publikováno v:
International Journal of Geosynthetics and Ground Engineering. 8
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 148
Publikováno v:
E3S Web of Conferences. 368:02020
There has been continued development of various methods for mechanically stabilized earth (MSE) wall construction, often by specialized system providers, to solve problems when the available width of reinforced fill is highly restricted. The design m
Publikováno v:
Innovative Infrastructure Solutions. 7
Autor:
Sudheesh Thiyyakkandi, Alpha Lukose
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811633829
Deep foundations are conventionally being adopted in construction of various structures ranging from bridges to skyscrapers. Bored cast-in-situ piles and drilled shafts have become a common choice of deep foundations, especially in urban areas, owing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5004064c3e7a98d795d13f6734b1443b
https://doi.org/10.1007/978-981-16-3383-6_55
https://doi.org/10.1007/978-981-16-3383-6_55
Publikováno v:
Canadian Geotechnical Journal. 54:1231-1244
Jetted and grouted precast piles (JGPPs) are prefabricated piles installed utilizing jetting and pressure grouting. These piles are well-suited for urban environments as they overcome the inherent drawbacks of currently chosen deep foundations (e.g.,
Publikováno v:
Geotechnical Frontiers 2017.
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 139:1334-1345
With increased urbanization, deep foundation (bridges, signage, walls, etc.) selection is moving toward the minimization of disturbance and installation time, as well as addressing quality control and assurance issues. Unfortunately, many types of de
Publikováno v:
Acta Geotechnica. 9:439-454
The pressure grouting of drilled shaft tips has become popular worldwide due to its effectiveness in mobilizing a larger portion of the available tip resistance under service displacements. This paper presents experimental and numerical studies on th