Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils (2011)
Chapter: Chapter 6 - Parametric Studies
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Previous Chapter:
Chapter 5 - Finite Element Modeling of Pile Group Load Tests
Next Chapter: Chapter 7 - Development of Simplified Model
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
Suggested Citation:
"Chapter 6 - Parametric Studies." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press.
doi: 10.17226/14574.
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