Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Anil Cherian"'
Publikováno v:
Oceanologia, Vol 46, Iss 2, Pp 233-252 (2004)
A brief investigation of light minerals along the beaches between Valinokkam and Tuticorin has been carried out for the first time along the Southern Tamilnadu coast in order to discover the provenance of the sediments. The study spotlights a wide va
Externí odkaz:
https://doaj.org/article/4695699e8c0c43ab80cc11382609904b
Autor:
Anil Cherian
Publikováno v:
Materials Today: Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::256b7e859019372fea94e91af44624ac
https://doi.org/10.1016/j.matpr.2023.05.255
https://doi.org/10.1016/j.matpr.2023.05.255
Autor:
Anil Cherian
Publikováno v:
World Congress on Civil, Structural, and Environmental Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10e4870f708ea9eb6fa5ffa60b0d4a67
https://doi.org/10.11159/icgre23.106
https://doi.org/10.11159/icgre23.106
Autor:
Anil Cherian
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811963582
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09e046f5213d450a8d64c1c771705233
https://doi.org/10.1007/978-981-19-6359-9_2
https://doi.org/10.1007/978-981-19-6359-9_2
Autor:
Anil Cherian
Publikováno v:
Journal of the Geological Society of India. 97:670-674
Static load tests are vital to assess the genuine behaviour of piles to substantiate the geotechnical design parameters and construction approaches. A load testing program was undertaken to determine the working capacity, skin friction, and settlemen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fcce4c06daea958be714111ee1454dca
https://doi.org/10.1007/s12594-021-1743-x
https://doi.org/10.1007/s12594-021-1743-x
Autor:
Anil Cherian
Publikováno v:
World Congress on Civil, Structural, and Environmental Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f17875e106642a6a797875059447d501
https://doi.org/10.11159/icgre22.173
https://doi.org/10.11159/icgre22.173
Autor:
Anil Cherian
Publikováno v:
Indian Geotechnical Journal. 51:369-375
Bidirectional Static Load Test (BDSLT), an innovative load test method, two static load tests performed simultaneously in opposite directions, adopting sacrificial hydraulic cells was globally used in the deep foundation industry. This paper presents
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be70cb4888d510ff67f4c16d3d037df4
https://doi.org/10.1007/s40098-020-00447-x
https://doi.org/10.1007/s40098-020-00447-x
Autor:
Anil Cherian
Publikováno v:
Arabian Journal of Geosciences. 14
Most of the construction standards and project specifications allow using higher resistance factors once geotechnical design parameters are estimated through static pile load test results. Instrumented axial load tests are performed to verify the pil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3224b4c9196b577a3c8005149436de70
https://doi.org/10.1007/s12517-021-08753-1
https://doi.org/10.1007/s12517-021-08753-1
Autor:
Anil Cherian
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811633829
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a81e238dfb8d04e73e43162e13a233c
https://doi.org/10.1007/978-981-16-3383-6_69
https://doi.org/10.1007/978-981-16-3383-6_69
Autor:
Anil Cherian
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789813340046
The application of a static load test in the optimisation and verification of pile design is mandatory in any foundation industry. Bi-Directional Static Load Test (BDSLT) is carried out using a hydraulically driven, purpose built, calibrated, sacrifi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df8b4be4cf662f957b6e15687027ef6e
https://doi.org/10.1007/978-981-33-4005-3_30
https://doi.org/10.1007/978-981-33-4005-3_30