Location
St. Louis, Missouri
Presentation Date
10 Mar 1991, 1:00 pm - 3:00 pm
Abstract
Results of lateral dynamic load tests conducted on precast driven concrete piles at two Project sites, one in South India (two individual piles) and another in Western India (one individual pile and two numbers of two-pile groups) are reported in the Paper. Shear wave velocities were determined from Cross Hole tests at the pile cut-off level at the test pile locations at the two sites. These values are compared with those reported in literature for two similar types of soils, namely, alluvial clay and alluvial sand. The subsoil conditions including Standard Penetration Test data and Static Cone Penetration Test data and also the pile driving record are presented along with the results of soil-pile stiffness.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1991 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
Muthukrishnaiah, K. and Raju, V. S., "Dynamic Soil – Pile Parameters" (1991). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 5.
https://scholarsmine.mst.edu/icrageesd/02icrageesd/session13/5
Included in
Dynamic Soil – Pile Parameters
St. Louis, Missouri
Results of lateral dynamic load tests conducted on precast driven concrete piles at two Project sites, one in South India (two individual piles) and another in Western India (one individual pile and two numbers of two-pile groups) are reported in the Paper. Shear wave velocities were determined from Cross Hole tests at the pile cut-off level at the test pile locations at the two sites. These values are compared with those reported in literature for two similar types of soils, namely, alluvial clay and alluvial sand. The subsoil conditions including Standard Penetration Test data and Static Cone Penetration Test data and also the pile driving record are presented along with the results of soil-pile stiffness.
