CYCLIC LATERAL LOADING OF A MODEL PILE GROUP IN CLAY SOIL. PHASE 2A

作者: M A Rawlings , L R Anderson , J A Caliendo

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摘要: The purpose of this research project was to design and build a model pile group according similitude parameters test it under cyclic lateral loading conditions obtain data that will expand the knowledge on behavior groups when subjected loads. Detailed descriptions are given regarding construction instrumented piles, other instrumentation, acquisition system. Step-by-step procedures for calibration all instrumentation as well testing setup procedure. Great detail is used in covering these topics event some effort must be duplicated future. Results four types output explained discussed, comparisons with predictions made using computer software.

参考文章(31)
James J. Johnson, Alejandro P. Asfura, Soil-Structure Interaction (SSI): Observations, Data, and Correlative Analysis Springer, Dordrecht. pp. 219- 258 ,(1993) , 10.1007/978-94-011-1755-5_10
Henry T Bollman, Dan A Brown, PILE-SUPPORTED BRIDGE FOUNDATIONS DESIGNED FOR IMPACT LOADING Transportation Research Record. ,(1991)
R.H. Oppermann, Beams on elastic foundation Journal of the Franklin Institute. ,vol. 243, pp. 178- ,(1947) , 10.1016/0016-0032(74)90324-X
L R Anderson, J A Caliendo, LATERAL LOAD TESTING OF MODEL PILES. PHASE 1 ,(1996)
H. Bolton Seed, Clarence K. Chan, Clay Strength Under Earthquake Loading Conditions Journal of the Soil Mechanics and Foundations Division. ,vol. 92, pp. 53- 78 ,(1966) , 10.1061/JSFEAQ.0000867
M P O'Reilly, S F Brown, Cyclic loading of soils : from theory to design Blackie , Van Nostrand Reinhold. ,(1991)
Izzat M. Idriss, H. Bolton Seed, Influence of Soil Conditions on Ground Motions During Earthquakes Journal of the Soil Mechanics and Foundations Division. ,vol. 95, pp. 99- 137 ,(1969) , 10.1061/JSFEAQ.0001260