Zobrazeno 1 - 10
of 30
pro vyhledávání: '"S. V. Sivapriya"'
Autor:
Jijo James, S. V. Sivapriya
Publikováno v:
The Scientific World Journal, Vol 2024 (2024)
The present investigation delved into the mechanical performance of fibre-reinforced cement-sand blocks with quarry dust as a replacement for sand. The introduction of fibres and quarry dust in the matrix is an attempt to achieve higher performance w
Externí odkaz:
https://doaj.org/article/d663ae06c8774745a0407343856f8cc6
Publikováno v:
Revista Facultad de Ingeniería Universidad de Antioquia, Iss 106 (2021)
Pipe bridges are structures that play an indispensable role in chemical and oil plants. They support cable trays or pipe-carrying material. This study aims to identify the ideal configuration of a pipe bridge through the comparative study of girders
Externí odkaz:
https://doaj.org/article/6571885282cb4e8199686d6ddcc9e97f
Publikováno v:
Advances in Civil Engineering; 9/6/2023, p1-9, 9p
Autor:
S. V. Sivapriya, A. Duraimurugan, Srinath Rajagopalan, S. Rakesh, S. Suryaprakash, P. Ravikumar
Publikováno v:
International Journal of Environmental Science and Technology. 17:3715-3722
Due to urbanization, there is a large increase in industries; these industries produce effluent. This effluent will alter the physical and chemical characteristics of the soil and water. A laboratory study was attempted to understand its physiochemic
Autor:
Jijo James, S. V. Sivapriya
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811684326
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::affd3a2a25507f70f41e06efb44d46f6
https://doi.org/10.1007/978-981-16-8433-3_4
https://doi.org/10.1007/978-981-16-8433-3_4
Publikováno v:
Civil and Environmental Engineering, Vol 15, Iss 2, Pp 92-100 (2019)
An experimental study was proposed to understand the behaviour of single pile in sloping ground with various eccentricity. Cohesionless soil was used for conducting experiments with a horizontal ground and with a slope of 1V:2H. With calculated stiff
Autor:
S. V. Sivapriya
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811650406
Pile, deep foundation undergo large vertical, lateral and compression load. The behaviour of the pile in the levelled terrain for all possible conditions is well studied. The pile can be placed in man-made or natural slope, where there is a lateral-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62e9157d387294268d28378597daa3be
https://doi.org/10.1007/978-981-16-5041-3_13
https://doi.org/10.1007/978-981-16-5041-3_13
Autor:
S. V. Sivapriya, A. Anne Sherin
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811650406
The purpose of dam is to store water and supply to nearby required area. The underestimated capacity, overtopping, erosion in the downstream side, geometry of the slope, sliding, high settlement, etc., are the causes of dam failure. The dam failure o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fa2031b7d254759219c73401be641f4e
https://doi.org/10.1007/978-981-16-5041-3_11
https://doi.org/10.1007/978-981-16-5041-3_11
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811650406
The shallow foundation has opted when the required bearing capacity is at shallow depth. In case if the location of the structure is susceptible to an earthquake, hypar shell foundation can be used instead of going for a special type of foundation. I
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09082d279ca60fe1385074cf93cbc8ab
https://doi.org/10.1007/978-981-16-5041-3_12
https://doi.org/10.1007/978-981-16-5041-3_12
Autor:
S. R. Gandhi, S. V. Sivapriya
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811633829
The presence of pile in natural or man-made slope is a common scenario. The effect of the active pile in a stable slope becomes void when it is moved away to a maximum distance of 5R (R-relative stiffness factor) from the crest of the slope towards t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ffc5dca6e28e2703c3f3a31a67de58e
https://doi.org/10.1007/978-981-16-3383-6_59
https://doi.org/10.1007/978-981-16-3383-6_59