Figure 34. Penetration in Stiff, Nonsensitive Fine-Grained Soil

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Figure 33. Deflection Curve for Bulkhead Sheeting

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Seawalls, Bulkheads ,and Quaywalls

Toe of Wall Embedded in Stiff, Nonsensitive Fine Grained Soil

MIL-HDBK-1025/4

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