Theoretical Equations for the Ratio of Undrained Shear Strength to Vertical Effective Stress for Normally Consolidated Saturated Cohesive Soils
Abstract Two theoretical equations are developed to calculate the ratio of undrained shear strength to the vertical effective stress (the ratio of (su/sv’)) for normally consolidated saturated cohesive soils. The effective stress approach is used as the basis in the development of the theoretical...
Kaydedildi:
| Yazar: | |
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| Materyal Türü: | Artigo |
| Dil: | Inglês |
| Baskı/Yayın Bilgisi: |
Institut Teknologi Bandung
2022-01-01
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| Seri Bilgileri: | Jurnal Teknik Sipil |
| Konular: | |
| Online Erişim: | https://journals.itb.ac.id/index.php/jts/article/view/15606 |
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