Layout of Existing Submarine Outfall Sample Clauses

Layout of Existing Submarine Outfall. Figure 4.3
Sample 1
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Layout of Existing Submarine Outfall. Desktop study and review of existing ground investigation (GI) records were undertaken as part of this Study. Additional project-specific marine GI works were carried out in the Study Area to supplement the available data and to verify the geological profiles. Marine clay was found to vary from 5.5 m to 12.5 m in thickness and is possibly over-consolidated. Alluvium was found to be highly variable in composition, comprising predominantly clay and sand, with the xxxxx strata often being very gravelly. Completely to highly decomposed granite was reasonably well-graded and comprised typically silty gravelly-sand. Although the presence of marine deposits presents more challenges in terms of consolidation and settlement control, it is considered feasible to overcome these through the application of suitable ground treatment methods. Non-dredged seawall schemes are preferred due to its less potential impact to water quality. However, the thick in-situ sediments are not strong and stiff enough to support the seawall above and the reclaimed land behind the seawall. From preliminary stability analysis, deep cement mixing is found technically feasible in this site to enhance the strength and stiffness of these materials to support the seawall. The actual ground treatment types and seawall scheme are subject to review taking account of possible cost, programme constraints, availability of plant, land uses requirements, etc. This will be reviewed in the detailed studies and the detailed design stage.
Sample 1

Related to Layout of Existing Submarine Outfall

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