I have examined the relations between shear stresses〜strains by simple shear tests on 4 sorts of muds, plastered in wood-frames, inserted a set of bamboo or wood meshes. One of 4 muds was dug at Fukakusa, in Kyoto city, and was used in full-scale experiments, too. For elemental experiments on mud plasterd wall, I have used 3 sorts of frames A, B and C. Frame C has one mesh of 4.5 cm square in left and right side of central shear frame, frame B has 9 meshes of 4.5cm square in both side. Frame A is the same size as frame B, but inserted meshes of bamboo. Meshes of frame B and C are all made of wood. On Fukakusa mud, the shear strengths at γ=1/120[rad] of all frames are from 0.1 to 0.5[kgf/cm^2], but maximum shear strengths of frame C, B and A are respectively near 4.5, 1.9, 1.5[kgf/cm^2].
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