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Keywords: failure criterion
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Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2002) 6 (2): 69–78.
Published: 01 January 2002
... compression. Owing to differences in the cement content, the air-cement-treated soil was more brittle and its strength less dependent on the confined stress than that of the cement-treated soil. A unique failure criterion can be obtained for each soil regardless of the drainage conditions. The confined...
