An experimental study of deformation and fracture of soil–cement
Soil–cement specimens of various cement/sand/clay contents have been studied under the action of compressive cyclic loading. An investigation has been carried out into the effect of soil composition on the mode of failure. The transition from brittle mode of failure to quasi-brittle as a result of c...
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| Veröffentlicht in: | Géotechnique 1973-01, Vol.23 (4), p.541-550 |
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| Hauptverfasser: | , |
| Format: | Artikel |
| Sprache: | eng |
| Online-Zugang: | Volltext |
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