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Special fill materials and problematic subsoils

Introduction Segregation of Soft clay or soft Stiff clay or [Pg.310]

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 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 Special fill materials and problematic subsoils is mentioned: [Pg.31]    [Pg.309]    [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.371]    [Pg.373]    [Pg.375]    [Pg.377]    [Pg.381]    [Pg.383]    [Pg.385]    [Pg.433]   


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Filling materials

Materials special

Problematic

Problematics

Subsoils

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