Transverse Horizontal Load on Buried Pipes due to Liquefaction-Induced Permanent Ground Displacement
نویسندگان
چکیده
منابع مشابه
Investigation of Liquefaction Mechanism and Displacement in Buried Sand Layers
One of the most important reasons for damages during earthquakes is the liquefaction of loose and saturated sand soils. However, in many regions with proper soil specifications, the large settlements have been observed in the ground surface. Loose sand layers buried in fine soils are one of the cases which may result in these problems and as a weak point during earthquake can cause this phenome...
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Department of Chemical and Biological Engineering, University of British Columbia, 2360 East Mall, Vancouver, BC, Canada, V6T 1Z3 Department of Mechanical Engineering, University of British Columbia, 2054-6250 Applied Science Lane, Vancouver, BC, Canada V6T 1Z4 Department of Mathematics and Statistics, University of Canterbury, Private Bag 4800, Christchurch, New Zealand Department of Mathemati...
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ژورنال
عنوان ژورنال: Soils and Foundations
سال: 2003
ISSN: 0038-0806
DOI: 10.3208/sandf.43.59