Static Properties of Kaolinite Samples from Different Structures and the Influence of Strain Rate
This paper conducts triaxial undrained tests on flocculated and dispersed kaolin samples at strain rate range 0.005–1%/min to investigate the effects of structure and strain rate on shear strength. The test results show that the flocculated samples exhibit strain hardening behaviour, while the dispe...
| الحاوية / القاعدة: | Applied Sciences |
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| المؤلفون الرئيسيون: | , , , |
| التنسيق: | مقال |
| اللغة: | الإنجليزية |
| منشور في: |
MDPI AG
2024-12-01
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| الموضوعات: | |
| الوصول للمادة أونلاين: | https://www.mdpi.com/2076-3417/14/24/11531 |