INSTRUMENTATION AND DYNAMIC TESTING OF SINGLE PILES IN LOESS SOIL
Source abstract
Abstract
A field test procedure was developed and pluck tests were performed on full scale square pre-stressed piles driven in loess in and around the city of Memphis. Careful consideration was given to the identification of the instrumentation, hardware, and software for data acquisition. Perhaps the discussion on instrumentation and testing procedure herein will help researchers in the future who conduct research where pluck tests are deemed appropriate.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Landfill Environmental Impact Studies · Electrokinetic Soil Remediation Techniques · Grouting, Rheology, and Soil Mechanics
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References (5)
Show source-provided references
1. El-Sharnouby B. · Journal of Geotechnical Engineering · 1984 · 110
2. 2. D. R. Gle, and R.D. Woods "Suggested Procedure for Conducting Dynamic Lateral-Load Tests on Piles,"ASTM Special Technical Publication 836, American Society of Testing and Materials, 1984 , pp157 -171 .10.1520/STP36819S ↗
3. Mahin S.
4. Novak M. · Canadian Geotech Journal · 1976 · 13 · 37210.1139/t76-039 ↗
5. 5. A. Talati "Dynamic Testing of Single Piles in Loess ," M.S. Thesis , Department of Civil Engineering, The University of Memphis, Memphis, TN, 1995 .