Qingchang Qiu
Abstract
The influence relationship between saturated degree and strength is establised by UU-triaxial tests soft clays in different saturated degree. Meanwhile, the law of soft clay strength improvement is drawn from different consolidated pressure and different degree of consolidation by many consolidated-quickly shear test.
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The influence relationship between saturated degree and strength is establised by UU-triaxial tests soft clays in different saturated degree. Meanwhile, the law of soft clay strength improvement is drawn from different consolidated pressure and different degree of consolidation by many consolidated-quickly shear test.
Key concepts: Consolidation (business), Geotechnical engineering, Shear strength (soil), Pore water pressure, Triaxial shear test, Shear (geology), Materials science, Geology