Analysis for forced vibration test on a proto-type pile foundation in TSIP

C. H. Chen, Yung-Yen Ko, H. C. Chu

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

In order to investigate the ground vibrations probably induced by the high speed rail when will pass through the Tainan Science Industrial Park, a proto-type bridge foundation supported on four large-diametered piles was built in the TSIP for the purpose of in-situ tests. A series of forced vibration tests on the pile foundation had been conducted. The test method, analysis procedure and results of test are briefly introduced in this paper. Besides, a numerical simulation by using the finite element program ABAQUS is conducted. Results obtained are in good agreement with the results of in-situ tests.

Original languageEnglish
Title of host publicationProceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering
Subtitle of host publicationGeotechnology in Harmony with the Global Environment
Pages1967-1970
Number of pages4
Publication statusPublished - 2005 Dec 1
Event16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment, ICSMGE 2005 - Osaka, Japan
Duration: 2005 Sep 122005 Sep 16

Publication series

NameProceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment
Volume4

Other

Other16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment, ICSMGE 2005
CountryJapan
CityOsaka
Period05-09-1205-09-16

All Science Journal Classification (ASJC) codes

  • Soil Science
  • Geotechnical Engineering and Engineering Geology

Fingerprint Dive into the research topics of 'Analysis for forced vibration test on a proto-type pile foundation in TSIP'. Together they form a unique fingerprint.

Cite this