NUMERICAL STUDY OF EFFECT OF INTERMEDIATE PRINCIPAL STRESS AND APPLIED STRESS DIRECTION ON BANDUNG SOFT CLAY STRESS - DEFORMATION BEHAVIOUR
<p align="justify">The principal stress received by the soil consists of three, namely major principal stress, intermediate principal stress, and minor principal stress. In geotechnical problem, the influence of intermediate principal stress is being ignored or assuming the minor pri...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/31175 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |