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Geotechnical Report for Viaduct CH-22+935 by sujups is a document available to read on EtoBox.

What is Geotechnical Report for Viaduct CH-22+935 about?

Five boreholes were drilled at locations for a proposed viaduct, with a maximum depth of 15 meters below ground. Testing revealed dense, highly weathered gray rock throughout. A safe bearing capacity of 23-45 ton/m2 was calculated for circular foundations from 3.5-8 meters deep. Chemical analysis of soil and water samples found pH, sulfate, and chloride levels within permissible limits. No laboratory samples could be tested due to the weathered rock material.

Author

sujups

Language

EN