Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
One-Dimensional Consolidation Tests and Cyclic Triaxial Tests on Structural Soft Clay in Southeast China
In this study, a series of one-dimensional consolidation tests and dynamic tests of Ningbo clay and Wenzhou clay have been carried out. Combined with the test results of Xiaoshan clay, soil structural property and dynamic response of different soft clays in southeast China have been investigated. The e-logP curve showed that three different natural soils all have obvious structural property. For different soils, the bending point of consolidation curve is different. As to Wenzhou clay, consolidation curve descended sharply after reaching yield stress. This indicates strong structural property in Wenzhou soil. However, Ningbo clay consolidation curve was relatively smooth compared with Wenzhou and Xiaoshan clay. Cyclic triaxial tests of Ningbo natural and remoulded soil indicated that natural sample compared with remoulded sample needs much more dynamic cycles to reach failure point and then went into a brittle failure state.
One-Dimensional Consolidation Tests and Cyclic Triaxial Tests on Structural Soft Clay in Southeast China
In this study, a series of one-dimensional consolidation tests and dynamic tests of Ningbo clay and Wenzhou clay have been carried out. Combined with the test results of Xiaoshan clay, soil structural property and dynamic response of different soft clays in southeast China have been investigated. The e-logP curve showed that three different natural soils all have obvious structural property. For different soils, the bending point of consolidation curve is different. As to Wenzhou clay, consolidation curve descended sharply after reaching yield stress. This indicates strong structural property in Wenzhou soil. However, Ningbo clay consolidation curve was relatively smooth compared with Wenzhou and Xiaoshan clay. Cyclic triaxial tests of Ningbo natural and remoulded soil indicated that natural sample compared with remoulded sample needs much more dynamic cycles to reach failure point and then went into a brittle failure state.
One-Dimensional Consolidation Tests and Cyclic Triaxial Tests on Structural Soft Clay in Southeast China
Lecture Notes in Civil Engineering
Tutumluer, Erol (Herausgeber:in) / Chen, Xiaobin (Herausgeber:in) / Xiao, Yuanjie (Herausgeber:in) / Liu, Hongming (Autor:in) / Bian, Xuecheng (Autor:in)
Advances in Environmental Vibration and Transportation Geodynamics ; Kapitel: 20 ; 325-329
08.04.2020
5 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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