Extremely consolidated soils or very soft rocks (Sandstone, marl, clay Sample Clauses

Extremely consolidated soils or very soft rocks (Sandstone, marl, clay. Continuous core samplings shall be performed with a double core-driller. The diameters of borings shall be 76mm as a minimum. A representative sample of each layer and boring shall be taken from the core-samples and shall undergo unconfined compression tests. Some samples shall eventually undergo free swelling tests. The number of borings shall be conditional upon the surface of the structures, and shall be carried out at the rate of one boring every 200 m2, with a minimum of two borings. The depths shall be conditional upon the nature of the soil and the loads, and shall be fixed according to each site, but shall not in principle, exceed 15m. In case underground water was found, a piezometer shall be installed.
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