TM 5-818-1 / AFM 88-3, Chap. 7
(Courtesy of H. B. Seed and L M. Idriss, "Simplified Procedures for
Evaluating Liquefaction Potential," Journal, Soil Mechanics and
Foundations Division Vol 97, No. SM9. 1971, pp 1249-1273. Reprinted
by permission of American Society of Civil Engineers, New York.)
Figure 17-10. Variation of shear modulus with cyclic strain amplitude; Gmax = G at Ε = 1 to 3 x 10-4 percent; scatter in data
up to about 0.1 on vertical scale.