Journal Published Online: 01 June 1993
Volume 16, Issue 2

The Simple Pile Load Test (SPLT)

CODEN: GTJODJ

Abstract

For the design of pile foundations, estimation of the pile-bearing capacity is important because the size and number of piles are determined from the estimation. Although there have been many different methods predicting pile-bearing capacity, no one method provides reliable predictions except for methods based on actual loading tests. Due to time and money constraints, conventional pile-load tests tend to be limited and, consequently, design relies on relatively high factors of safety. In this paper, a new and simple method of performing pile-load tests is introduced. The suggested method uses a separable pile shoe with a reduced-size sliding core and has proved to be efficient in terms of both time and cost. By choosing the newly developed testing method, a more economical pile design can be attained.

Author Information

Lee, MW
Korea Deep Foundation Institute, Seoul, Korea
Paik, SW
Korea Advanced Institute of Science and Technology, Daejon-Shi, Korea
Lee, WJ
Korea Institute of Construction Technology, Seoul, Korea
Yi, CT
University of Alberta, Edmonton, Alberta, Canada
Kim, DY
Samsung Engineering and Construction Co., Ltd., Seoul, Korea
Yoon, SJ
Samsung Engineering and Construction Co., Ltd., Seoul, Korea
Pages: 9
Price: $25.00
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Details
Stock #: GTJ10036J
ISSN: 0149-6115
DOI: 10.1520/GTJ10036J