Seismic Bearing Capacity of Strip Footings on Pile-Stabilized Slopes

This paper develops an analytical method to calculate seismic bearing capacity of a strip footing, which is located on a slope reinforced with rows of pile. The resistance of passive pile is determined based on normal and shear stress of the soil around the pile, which is then compared to other anal...

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Bibliographic Details
Main Authors: Maryam Haghbin, Mahmoud Ghazavi
Format: Article
Language:English
Published: University of Tehran Press 2016-06-01
Series:Civil Engineering Infrastructures Journal
Subjects:
Online Access:https://ceij.ut.ac.ir/article_57585_697f5931b758d794e874e9f520d0628c.pdf