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Publications by [Wei L. ]

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<p>This paper presents a case history of a distressed 6m to 10m high soil nailed slope formed for basement excavation at fill ground over a natural valley. Above the soil nailed slope, there is an existing 8m to 11m high reinforced soil wall, located 23m away ...
Reference: The 17 th Southeast Asian Geotechnical Conference Taipei, Taiwan, May 10 - 13, 2010
<p>While site effects are accounted for in most modern U.S. seismic design codes for building structures, there exist no standardized procedures for the computationally efficient integration of nonlinear ground response analyses in broadband ground motion ...
Reference: Georgia Institute of Technology August 2010