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Coarse-grained soil (CGS) has been extensively used in engineering practices because of their advantages of relatively high strength, easy compaction and small deformation. In engineering design, CGS is usually regarded as a non-liquefiable soil. However, many post-earthquake surveys have shown that CGS, such as sandy gravel, can be seriously liquefied, meaning that under certain seismic loads, CGS...
The dynamic assessment of a saturated reinforced-soil retaining wall (SRS-RW) has drawn considerable interest as several partial or full collapses of retaining walls due to earthquakes occurring during or immediately after heavy rains have been reported. In this study, a centrifuge shaking table test of the dynamic performance of a SRS-RW, in which five shaking waves were sequentially applied in the...
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