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A vertical retaining wall of 5m height has to support soil having unit weight of $18 K N / m^{3}$ , effective cohesion of $12 K N / m^{2}$ , and effective friction angle of $30^{\circ}$ , As per Rankine's earth pressure theory and assuming that a tension crack has occured, the lateral active thrust on the wall per meter length (in KN/m, round off to two decimal places), is
21.71

Other Foundation Engineering . 6 months ago

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A vertical retaining wall of 5m height has to support soil having unit weight of

18 K N / m^{3}

, effective cohesion of

12 K N / m^{2}

, and effective friction angle of

30^{\circ}

, As per Rankine's earth pressure theory and assuming that a tension crack has occured, the lateral active thrust on the wall per meter length (in KN/m, round off to two decimal places), is

21.71

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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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