Collapse behavior of unsaturated remolded granitic residual soil
In the tropical area, most shallow foundations and embankments are involved in dealing with unsaturated soils. Any collapse or settlement in unsaturated soils is determined by two independent stress variables: the applied stress and suction. The massive collapse related to suction changes may lead t...
| الحاوية / القاعدة: | Bulletin of Engineering Geology and the Environment |
|---|---|
| المؤلف الرئيسي: | |
| التنسيق: | مقال |
| اللغة: | English |
| منشور في: |
Springer
2020
|
| الوصول للمادة أونلاين: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85083256297&doi=10.1007%2fs10064-020-01789-9&partnerID=40&md5=4c3045738df4a11b423ee2b15d836960 |