Instrumented drag-in plate anchor tests have been performed under controlled conditions in an onshore well-documented clay deposit. Detalied measurements of the load-anchor-soil interaction have given an improved insight into the behaviour of drag-in plate amnchors and a basis for design and specification of installation criteria for this type of anchos. The test anchors, type Denla (Bruce Anchor) and Stevmanta (Vryhof Ankers), were about 30-40
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