Behaviour of cement-flyash stabilised silt under undrained cyclic loading
2001
Retno Wardani, S.P.
The behaviour of cement-fly ash slurry stabilised silty soil under undrained compression-extension cyclic loading on saturated sample was studied. A low cement and fly ash was added in the form of a slurry. Pore water pressure equilibrium during cyclic loading was ensured and the test results were interpreted in an effective stress space. Two series of triaxial tests, 1-way (compression) and 2-way (compression-extension) cyclic loading were studied. The behaviour under 2-way cyclic loading was significantly different from that of 1-way loading.
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