Location
San Diego, California
Presentation Date
26 May 2010, 4:45 pm - 6:45 pm
Abstract
In this paper, a study on liquefaction resistance of Solani sand reinforced with geogrid sheets is reported. Tests were carried out on shake table (vibration Table) with sand samples prepared at relative density of 25% without and with geogrid sheets. In this investigation biaxial synthetic geogrid sheets having the dimension equal to plan dimension of the shake table tank were used in three different combinations of 3 layers, 4 layers and 5 layers at different depths within the sand sample. The liquefaction parameters such as maximum pore water pressure (Umax), maximum pore water pressure built up time (t1) and pore water pressure dissipation time (t3) were measured with the help of transparent piezometer tubes and stop watch for each combination of geogrid sheet corresponding to various levels of accelerations varying from 0.1g to 0.4g. In each test, the frequency of dynamic load was kept constant (5Hz). The liquefaction resistance of sand was evaluated in- terms of pore pressure ratio. Tests results indicate that on inclusion of geogrid sheets into the sand samples, the Umax decreases and t1 and t3 increases. It was also observed that on increasing the number of geogrid sheets, Umax decreases further and this decrease is significant at small amplitude of excitation. The average increase in liquefaction resistance of sand was found to be about 31 % in case of 5 layers of Geogrid sheets at 0.1g acceleration.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
5th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
Missouri University of Science and Technology
Document Version
Final Version
Rights
© 2010 Missouri University of Science and Technology, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Saran, Swami; Maheshwari, B. K.; and Singh, H. P., "Liquefaction Studies of the Solani Sand Reinforced with Geogrid" (2010). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 18.
https://scholarsmine.mst.edu/icrageesd/05icrageesd/session01/18
Included in
Liquefaction Studies of the Solani Sand Reinforced with Geogrid
San Diego, California
In this paper, a study on liquefaction resistance of Solani sand reinforced with geogrid sheets is reported. Tests were carried out on shake table (vibration Table) with sand samples prepared at relative density of 25% without and with geogrid sheets. In this investigation biaxial synthetic geogrid sheets having the dimension equal to plan dimension of the shake table tank were used in three different combinations of 3 layers, 4 layers and 5 layers at different depths within the sand sample. The liquefaction parameters such as maximum pore water pressure (Umax), maximum pore water pressure built up time (t1) and pore water pressure dissipation time (t3) were measured with the help of transparent piezometer tubes and stop watch for each combination of geogrid sheet corresponding to various levels of accelerations varying from 0.1g to 0.4g. In each test, the frequency of dynamic load was kept constant (5Hz). The liquefaction resistance of sand was evaluated in- terms of pore pressure ratio. Tests results indicate that on inclusion of geogrid sheets into the sand samples, the Umax decreases and t1 and t3 increases. It was also observed that on increasing the number of geogrid sheets, Umax decreases further and this decrease is significant at small amplitude of excitation. The average increase in liquefaction resistance of sand was found to be about 31 % in case of 5 layers of Geogrid sheets at 0.1g acceleration.
