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An unsupported excavation is made to the maximum possible depth in a clay soil having γt = 18kN/m3, C=100kN/m2, ϕ=30∘. The active earth pressure, according to Rankine's theory, at the base level of the excavation is
Other Foundation Engineering . 8 months ago
Posted on 02 Apr 2024, this text provides information on Other related to Foundation Engineering. Please note that while accuracy is prioritized, the data presented might not be entirely correct or up-to-date. This information is offered for general knowledge and informational purposes only, and should not be considered as a substitute for professional advice.
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