Stabilizing soft clay using geo-foam beads and cement bypass dust
Soft clays are usually classified according to their undrained shear strength, Su. Values of Su less than 12.5 kPa are associated with very soft clays. In addition to their low shear strength, soft clays exhibit high compressibility upon loading. Therefore, soft clays are considered to be problemati...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2020-12-01
|
| Series: | Underground Space |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2467967418301442 |