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Design of reclamation area

4 Strength of the fill mass and subsoil (bearing capacity and slope stability) [Pg.184]

Introduction Stiffness Deformations Techniques for limiting settlement [Pg.184]

Overview History of Flow slides versus Assessing [Pg.184]

Movement caused by Fill characterization for Note on soil type (calcareous [Pg.184]

The risks of hydraulic hazards such as tsunamis should be analysed at the initial (feasibility) stage of a reclamation project. The frequency of occurrence and the expected impact of extreme events should be properly evaluated and related to the expected costs for protection against such events. Such a risk-cost assessment should be the basis for the design of reclamation areas in terms of being hazard-proof or not. [Pg.410]

See other pages where Design of reclamation area is mentioned: [Pg.183] [Pg.184] [Pg.185] [Pg.187] [Pg.189] [Pg.191] [Pg.193] [Pg.195] [Pg.197] [Pg.199] [Pg.205] [Pg.207] [Pg.209] [Pg.211] [Pg.213] [Pg.215] [Pg.217] [Pg.223] [Pg.227] [Pg.229] [Pg.233] [Pg.235] [Pg.237] [Pg.239] [Pg.241] [Pg.243] [Pg.245] [Pg.247] [Pg.251] [Pg.253] [Pg.259] [Pg.263] [Pg.267] [Pg.271] [Pg.273] [Pg.275] [Pg.279] [Pg.281] [Pg.283] [Pg.285] [Pg.287] [Pg.289] [Pg.291] [Pg.293] [Pg.295] [Pg.297] [Pg.303] [Pg.307]

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Reclam

Reclamation