Scholarly
    Communications Project


Document Type:Master's Thesis
Name:Matthew Justin Helmers
Email address:mhelmers@vt.edu
URN:1997/00001
Title:Use of Ultimate Load Theories for Design of Drilled Shaft Sound Wall Foundations
Degree:Master of Science
Department:Civil Engineering
Committee Chair: James Michael Duncan
Chair's email:jmd@vt.edu
Committee Members:
Keywords:Lateral Loads, Drilled Shafts, Field Load Tests
Date of defense:june 20, 1997
Availability:Release the entire work immediately worldwide.

Abstract:

A study was performed to investigate the factors that affect the accuracy of the procedures used by the Virginia Department of Transportation for design of drilled shaft sound wall foundations. Field load tests were performed on eight inch and nine inch diameter drilled shafts, and the results were compared to theoretical solutions for ultimate lateral load capacity. Standard Penetration Tests were run in the field and laboratory strength tests were performed on the soils from the test sites. It was found that published correlations between blow count and friction angle for sands and gravels can be used to estimate friction angles for the partly saturated silty and clayey soils encountered at the test sites. A spreadsheet program was developed to automate the process of determining design lengths for drilled shaft sound wall foundations. The spreadsheet was used to investigate the effects of different analysis procedures and parameter values on the design lengths of drilled shaft sound wall foundation.

List of Attached Files

etd.pdf fig21.pdf fig22.pdf
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fig410a.pdf fig410b.pdf fig411a.pdf
fig411b.pdf fig412.pdf fig413.pdf
fig414.pdf fig42.pdf fig43.pdf
fig44.pdf fig45.pdf fig46.pdf
fig47a.pdf fig47b.pdf fig48a.pdf
fig48b.pdf fig49a.pdf fig49b.pdf
figb1.pdf figb2.pdf figc3.pdf


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