Location
San Diego, California
Presentation Date
30 Mar 2001, 10:30 am - 12:30 pm
Abstract
This paper presents model block vibration tests results on two and three layered soil system underlain by rigid layer. Using sand and sawdust in different positions (either at top or at middle or at bottom) and thickness (es) inside a tank, different layered soil bed are prepared and vibration tests are conducted on each prepared bed using Lazan Type oscillator. A large number of response curves (frequency vs. amplitude) are obtained on different layered system. Maximum amplitudes (resonant amplitude) and corresponding frequencies (resonant frequency) are tabulated to study the effect of layering on resonant frequencies. Effects of position and thickness (es) of the layer/layers on natural frequencies are found to be significant, Natural frequency increases significantly due to presence of thin stiff layer at top compared to natural frequency of bottom layer treating it to be half space whereas it decreases significantly due presence of thin soft layer at top. Several other significant observations are made and presented in the paper. Natural frequencies of the soil foundation on different layered soil systems used for the experimental investigations are predicted using static equivalent stiffness of the system and compared with experimental results. Predicted results are found to be in good agreement with the experimental results.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 2001 University of Missouri--Rolla, 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
Baidya, D. K. and Muralikrishna, G., "Natural Frequency of Vibrating Foundations on Layered Soil System-An Experimental Investigation" (2001). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 2.
https://scholarsmine.mst.edu/icrageesd/04icrageesd/session02/2
Included in
Natural Frequency of Vibrating Foundations on Layered Soil System-An Experimental Investigation
San Diego, California
This paper presents model block vibration tests results on two and three layered soil system underlain by rigid layer. Using sand and sawdust in different positions (either at top or at middle or at bottom) and thickness (es) inside a tank, different layered soil bed are prepared and vibration tests are conducted on each prepared bed using Lazan Type oscillator. A large number of response curves (frequency vs. amplitude) are obtained on different layered system. Maximum amplitudes (resonant amplitude) and corresponding frequencies (resonant frequency) are tabulated to study the effect of layering on resonant frequencies. Effects of position and thickness (es) of the layer/layers on natural frequencies are found to be significant, Natural frequency increases significantly due to presence of thin stiff layer at top compared to natural frequency of bottom layer treating it to be half space whereas it decreases significantly due presence of thin soft layer at top. Several other significant observations are made and presented in the paper. Natural frequencies of the soil foundation on different layered soil systems used for the experimental investigations are predicted using static equivalent stiffness of the system and compared with experimental results. Predicted results are found to be in good agreement with the experimental results.
