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A platform for research: civil engineering, architecture and urbanism
Slope Stability Using Shaking Table
To study the performance of slopes under seismic conditions, soil strengthening can be utilized to expand the execution of slopes by less deformation and several road embankments and embankment dams failed or suffered severe distress during the earthquake. The instrumentation and monitoring of actual embankments is the best way to study the performance of embankments during earthquakes. However, A series of model tests on a horizontal shaking table were conducted on slopes to study the behavior under seismic conditions. The slopes were built in a model box with a size of about 35 × 30 × 30 cm and the soil collected from nearby city, Bagalkot which is used for the study with the two different slope angles with different heights were considered for each slope to observe the failure of slope during the vibration of table 2 Hz, 3Hz and 4 Hz respectively with constant amplitude. Failure surface were observed horizontally in the upper part of slopes. The response of slope observed with increasing height of slope and angle, displacement increases and Galvanized iron fibers were used as reinforcement in the present work by varying the amount of fibers in slope, to compare the reinforced and unreinforced condition.
Slope Stability Using Shaking Table
To study the performance of slopes under seismic conditions, soil strengthening can be utilized to expand the execution of slopes by less deformation and several road embankments and embankment dams failed or suffered severe distress during the earthquake. The instrumentation and monitoring of actual embankments is the best way to study the performance of embankments during earthquakes. However, A series of model tests on a horizontal shaking table were conducted on slopes to study the behavior under seismic conditions. The slopes were built in a model box with a size of about 35 × 30 × 30 cm and the soil collected from nearby city, Bagalkot which is used for the study with the two different slope angles with different heights were considered for each slope to observe the failure of slope during the vibration of table 2 Hz, 3Hz and 4 Hz respectively with constant amplitude. Failure surface were observed horizontally in the upper part of slopes. The response of slope observed with increasing height of slope and angle, displacement increases and Galvanized iron fibers were used as reinforcement in the present work by varying the amount of fibers in slope, to compare the reinforced and unreinforced condition.
Slope Stability Using Shaking Table
Lecture Notes in Civil Engineering
Das, B. B. (editor) / Hettiarachchi, Hiroshan (editor) / Sahu, Prasanta Kumar (editor) / Nanda, Satyajeet (editor) / Shringeri, Seema (author) / Rakaraddi, P. G. (author)
Recent Developments in Sustainable Infrastructure (ICRDSI-2020)—GEO-TRA-ENV-WRM ; Chapter: 38 ; 495-511
2022-04-07
17 pages
Article/Chapter (Book)
Electronic Resource
English
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