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Group piles with a cap under lateral loading behave like fixed-head piles because of the rotational restraint of the pile cap. They are susceptible to flexural yielding at the pile… Click to show full abstract
Group piles with a cap under lateral loading behave like fixed-head piles because of the rotational restraint of the pile cap. They are susceptible to flexural yielding at the pile head due to high...
Keywords:
pile head;
head piles;
flexural yielding;
head;
fixed head;
theoretical solutions
Journal Title: Canadian Geotechnical Journal
Year Published: 2020
Link to full text (if available)
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Journal Title: Canadian Geotechnical Journal
Year Published: 2020
Link to full text (if available)
Share on Social Media: Sign Up to like & get
recommendations!