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Additional info for A Birational Construction of Projective Compactifications of C 3 with Second Betti Number Equal to One

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This considerably exceeds thermal expansion of the stone. A strong grout between the pavers would ensure rigidity in the paving and there must be a possibility that shrinkage of concrete over 10 m ͑5 mm͒ could stress the bonding of the adhesive, especially while thermal expansion is occurring in the granite. As concrete cures and the volume of the slab decreases due to any or all of the four recognized shrinkage mechanisms ͑drying, autogenous, plastic, and carbonation͒, tensile stresses are inevitably created in the slab and fractures develop.

A physical breakdown of the grout and its removal from the joints contributes to a loss of paving integrity. Dynamic Loading/Torsional Effect on Pavers Provided the grout remains intact in its original form, a reasonable degree of rigidity could be expected even when flexible adhesive is used. However, because of its reduced strength compared to stone it is undoubtedly a weak link and differential compression of the grout by heavy or torsional ͑radial͒, or both, loading ͑due to the angle of approach of vehicles͒ will inevitably lead to grout failure.

However, it is important here to emphasize that there is nothing “magic” about a porphyry in terms of its use as paving. Because of its mode of formation most commercial porphyries do not occur in solid enough rock masses that are amenable to block extraction and slabbing. They are often dug out mechanically and then simply presented to a hydraulic splitter. In effect, porphyry is a low cost product that has been adapted for this use because it is very difficult to find any other uses. Any other reasonably competent igneous rock can be used for this type of application.

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A Birational Construction of Projective Compactifications of C 3 with Second Betti Number Equal to One by Furushima M.

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