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Figure 4.11 Normalized undrained strength versus organic content ( after Edil andWang, 2000).
Figure 4.12 Effect of pH on undrained shear strength ( after Asadi et al ., 2011a) .
1377-7-3: 1990. The tests confirmed the increase of the shear strength of both fibrous
and sapric samples in the presence of H +
(Figure 4.12).
4.6 EFFECT OF CYCLIC LOADING
Yasuhara et. al . (1994) studied the effect of cyclic loading on peat, which can be
introduced by earthquakes, and concluded that peat loses its undrained strength when
subjected to undrained cyclic loading. Even if drainage is allowed, due to the dissipation
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