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Sand layer and accumulations of pebbles are left behind.
The basal contact between unit A and the sand layer is erosional.
A 40 cm thick sand layer is intercalated between the lava flow and the tsunami deposits.
The results showed that the main causes of sand-layer collapse are the intrinsic characteristics of the sand layer itself.
The cohesive soil content of the sand layer is low and the cementation ability of the sand layer is weak.
Traces of sand layer are left behind in grounds of favourable conditions.
Meanwhile, biocrust significantly decreased soil water content in deep sand layer, but not in shallow sand layer.
The optimum sand layer thickness was the same for all the normal pressures investigated.
Circulating water experiments with sand layer in a N2 atmosphere showed similar results.
Grouting method was used to improve collapse-preventing treatment in the sand layer.
A unidirectional geogrid with sand layer thicknesses of 6, 10 and 14 mm were used.
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