A SIMPLE PNEUMATIC LOADING SYSTEM CONTROLLING STRESS AND STRAIN RATES FOR ONE-DIMENSIONAL COMPRESSION OF CLAY

SOILS AND FOUNDATIONS

SHOHEI KAWABE¹  DAIKI HIRAKAWA²  FUMIO TATSUOKA¹  WARAT KONGKITKUL³ 

[1] Department of Civil Engineering, Tokyo University of Science;Department of Civil and Environmental Engineering, National Defence Academy;Department of Civil Engineering, King Mongkut's University of Technology Thonburi

关键词: automated loading system;    clay;    creep;    one-dimensional compression;    rate-dependency;    viscous property;    (IGC: D5/E2);   

DOI  :  10.3208/sandf.51.11

学科分类：建筑学

来源: Japanese Geotechnical Society / Jiban Kogakkai

【 摘 要 】

References(40)Cited-By(2)A simple but automated pneumatic loading system that can control the stress and strain rates for one-dimensional (1D) compression of clay was developed. The rate-dependency of stress-strain behaviour due to the viscous property of clay was investigated by 1D compression tests on standard-size specimens by various loading methods: 1) Standard Consolidation Tests (SCTs), stepwise increasing the axial stress two times every one day; 2) ordinary Constant-Rate-of-Strain (CRS) tests at different strain rates; 3) special CRS tests including unloading and reloading cycles with different stress amplitudes at strain rates of which the absolute value was either kept constant throughout respective tests or changed at the start of reloading; and 4) special CRS tests including a number of sustained loading (SL) during otherwise primary loading or unloading or reloading at constant strain rate. Sufficiently low strain rates were employed to ensure essentially fully drained condition. The followings were found. Despite that the newly developed pneumatic loading system is rather simple, 1D compression tests following such various loading histories as above can be performed on four types of clay rather accurately. The stress-strain behaviour of clay is significantly rate-dependent, exhibiting significant creep strains at SL stages. The creep strain rate is significantly different whether SL starts during otherwise primary loading or unloading or reloading, controlled by the magnitude and sign of the initial strain rate at the start of SL. The whole observed trends of rate-dependent stress-strain behaviour can be qualitatively explained by the non-linear three-component elasto-viscoplastic model extended to cyclic loading conditions.

【 授权许可】

Unknown