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Problematic subsoils

In some areas of the world land reclamation projects have to be undertaken using cohesive materials or carbonate sands rather than with the more frequently encountered quartz sands. Furthermore, some subsoils may exhibit a different behaviour when loaded by fill. Chapter 9 Special fill materials and problematic subsoils, describes the behaviour of these special fill materials and problematic subsoils. [Pg.8]

Special fill materials aisid problematic subsoils... [Pg.327]

Special fill materials and problematic subsoils cohesive fine grained fill materials (verify design and adjust if necessary) apply surcharge to prevent future settlement and stability problems check performance of special fill material apply surcharge (>future design load) ... [Pg.440]

See other pages where Problematic subsoils is mentioned: [Pg.31]    [Pg.309]    [Pg.310]    [Pg.310]    [Pg.311]    [Pg.313]    [Pg.315]    [Pg.317]    [Pg.319]    [Pg.321]    [Pg.323]    [Pg.325]    [Pg.329]    [Pg.331]    [Pg.333]    [Pg.335]    [Pg.337]    [Pg.339]    [Pg.341]    [Pg.343]    [Pg.345]    [Pg.347]    [Pg.349]    [Pg.351]    [Pg.353]    [Pg.355]    [Pg.357]    [Pg.359]    [Pg.361]    [Pg.363]    [Pg.365]    [Pg.367]    [Pg.369]    [Pg.370]    [Pg.371]    [Pg.373]    [Pg.375]    [Pg.377]    [Pg.381]    [Pg.383]    [Pg.385]    [Pg.433]    [Pg.643]   


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