During a subsoil exploration program, undisturbed normally consolidated silty clay samples were collected in Shelby tubes from location A as shown in Figure 12.54. Figure 12.54 2m G.W.T Silty stnd 0.72; G, 2.69 2,2 m 3.5 m 5.25 m Silty clay w = 22%; G, = 2.72 A Poorly graded sand Yut19.8 kN/m 2.6 m2 Following are the results of four drained, direct shear tests conducted on the clay samples with each having a diameter of 63.5 mm and height of 32 mm.
During a subsoil exploration program, undisturbed normally consolidated silty clay samples were collected in Shelby tubes from location A as shown in Figure 12.54. Figure 12.54 2m G.W.T Silty stnd 0.72; G, 2.69 2,2 m 3.5 m 5.25 m Silty clay w = 22%; G, = 2.72 A Poorly graded sand Yut19.8 kN/m 2.6 m2 Following are the results of four drained, direct shear tests conducted on the clay samples with each having a diameter of 63.5 mm and height of 32 mm.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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