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Soil modulus for laterally loaded piles and application to the Bangkok mass transit project | |
Author | Abedin, Md. Zoynul |
Call Number | AIT SSPR no. GT-80-2 |
Subject(s) | Soil mechanics : Piling (Civil engineering) |
Note | A special study submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology |
Publisher | Asian Institute of Technology |
Abstract | The literature on lateral loading of piles has briefly been reviewed and some of the more commonly used expressions for deflection and ultimate capacity of a pile in clayey soils are given. Also described is a method which uses a lateral load tester (LLT) or pressure meter and from the result of which the modulus of horizontal subgrade reaction can be obtained. The LLT-method and a more or less empirical method, developed by Broms, are then used to predict the lateral deflection of piles which will be employed in the proposed Bangkok Mass Transit System. A good agreement between the two approaches has been obtained. |
Year | 1980 |
Type | Special Study Project Report (SSPR) |
School | School of Engineering and Technology |
Department | Department of Civil and Infrastucture Engineering (DCIE) |
Chairperson(s) | Brenner, R.P. |
Degree | Special Studies Project Report (M. Eng.) - Asian Institute of Technology, 1980 |