Simulation of slope failure model experimental tests due to rainfall by using saturated and unsaturated consolidation analysis method
We discussed in detail slope stability analysis method based on saturated and unsaturated consolidation analysis method. Field equations, soil water retention curve model named Tangential Model, and elastoplastic model with two suction effects named Kohgo Model were discussed on the base of three so...
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Veröffentlicht in: | Chikasui Gakkai shi 2020/08/31, Vol.62(3), pp.383-398 |
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Format: | Artikel |
Sprache: | eng ; jpn |
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