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- W2391921957 abstract "The peat soil is of a special great soil group and its physical and mechanical properties are different from either ordinary clay or organic soil. The study of its mechanical properties is of great significance in both theory and practice. This paper has studied and clarified the relationship among the axial stress, the circumferential strain and the pore pressure and the failure features of the soil samples as well under various confining pressure states by conducting the unconsolidated and undrained triaxial shear test and the consolidated and undrained triaxial shear test of the peat and peat soil sampled in Kunming. Being as a special soil its normalized behavior is worthy of being further studied in terms of stress-strain relationship and pore pressure-strain relationship." @default.
- W2391921957 created "2016-06-24" @default.
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- W2391921957 date "2005-01-01" @default.
- W2391921957 modified "2023-09-25" @default.
- W2391921957 title "Mechanical Testing of Yunnan’s Peat Soil and Study of Its Generalized Behavior" @default.
- W2391921957 hasPublicationYear "2005" @default.
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