This geotechnical study for Mas Sabé Quarry and its access roads required a comprehensive analytical intervention. Numerous soil and aggregate characterization tests were carried out in accordance with PG-3 specifications in order to classify the type of ground. To determine bearing capacity, we conducted plate load tests. Finally, to ensure the compaction index, in-situ density and moisture tests were carried out, complemented by their corresponding modified Proctor tests.
Characterization of soils and aggregates in accordance with PG-3 for access roads, determining bearing capacity in an active operating environment.
Accurate classification and compaction validation through Proctor and plate load testing, optimizing the design for heavy transport.
Years of experience
Geotechnical studies
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