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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书目信息
GEOTROPIKA 2001: proceeding of the Sixth Geotechnical Engineering Conference
出版者
Universiti Teknologi Malaysia
页码
p. 227-236
其它主题
Asie du sud est; Resistance mecanique; Construccion; Mecanique du sol; Estabilizacion del suelo; Resistencia mecanica; Mecanica del suelo
语言
英语
注释
Status: Non-Refereed. Source Identifier: oai:http://agris.upm.edu.my:0/13648; . setSpec: hdl_0_2;
ISBN
983-9805-45-2
类型
Conference Paper; Conference Part
粮农组织大会
6th Geotechnical Engineering Conference, Sarawak (Malaysia) - 5-7 Nov 2001
2021-06-15
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