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Publications by [Lih-Shiong 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