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Beam‐Column‐Analogy Model for Soil‐Structure Interaction Analysis

✍ Scribed by Horvath, John S.


Book ID
125421537
Publisher
American Society of Civil Engineers
Year
1993
Tongue
English
Weight
365 KB
Volume
119
Category
Article
ISSN
0733-9410

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Most laterally loaded piles are flexible in the sense that they are not deformed over their entire lengths. Instead, pile deflections become negligible below an 'active pile length' L a : This L a is an important parameter that governs the overall behavior of a rigidly capped pile group. In the pres