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The ground surface of reclaimed land with dredged clay settles due to self-weight consolidation for a long term. If the ground surface settles rapidly, the settled space can receive additional dredged clays. In this paper, the ground improvement project using vertical drains for such a disposal pond is introduced. The determination of ground model using the reclamation analysis is a key point because the ground condition at the installation of vertical drains is not different from that at the design of ground improvement. The adequacy of proposed method is confirmed to compare with the ground model and pore water pressure distributions measured at the installation of vertical drains.

Determination of ground model for capacity increase project for disposal pond of dredged marine deposit