CONSOLIDATION OF SOFT SOILS TAKING ACCOUNT OF STRUCTURE CHANGE ON PORE PRESSURE AND SETTLEMENT
Over the past few years the well-known theory of consolidation developed by Terzaghi, directly or in extended form, have been usually applied to analyse the time rate of settlement and excess pore pressure dissipation arising from loading a soft soil. In recent reviews, it has been observed that suc...
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| Format: | Theses |
| Language: | Indonesia |
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| Online Access: | https://digilib.itb.ac.id/gdl/view/1186 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
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