Statnamic tests for six long rock socketed shafts

San Shyan Lin, Shu Chi Yeh, C. H. Juang, Yu Hemg Chang

Research output: Contribution to journalArticlepeer-review

3 Scopus citations

Abstract

Six Statnamic load tests were conducted on drilled shafts socketed into rock for a building project in Taipei, Taiwan. Two of the six shafts were also tested under the conventional static loads. Results of the Statnamic and static load tests are presented in this paper. The Statnamic test results are interpreted using the traditional unloading point method, as well as a new procedure, the segmental unloading point method. For the long shaft cases examined, the segmental unloading point method is found to yield a more reasonable prediction of the static load-displacement response than does the unloading point method. References.

Original languageEnglish
Pages (from-to)524-538
Number of pages15
JournalGeotechnical Special Publication
Volume113
StatePublished - 2001

Fingerprint

Dive into the research topics of 'Statnamic tests for six long rock socketed shafts'. Together they form a unique fingerprint.

Cite this