1. The following table contains the results of an oedometer test on a sample of Boston...
1. The following table contains the results of an oedometer test on a sample of Boston Blue Clay. Initial conditions were: void ratio e,-0.925, natural water content w,-32.8%, initial seating load ơ,' kPa, specific gravity of the solids Gs 2.78 15 av'(kPa e 25 50 100 200 300 400 600 av (kPa e 800 400 200 100 200 400 800 av (kPa e 1200 1600 800 400 200 100 25 0.916 0.905 0.890 0.870 0.847 0.826 0.790 0.696 0.655 0.666...
2. The following are the results ofa consolidation test on a sample of a clayey soi Pressure, o' (kN/m3) e 25 1.116 50 1.108 100 1.055 0.962 200 0.845 400 0.755 800 0.650 1600 0.658 800 0.675 400 0.685 200 a. Plot the e-log o' curve b. Using Casagrande's method, determine the preconsolidation pressure c. Calculate the compression index, Ce and the ration of C/Ce
2. The following are the results ofa consolidation test on a sample of a clayey...
Deadline: 4pm, Thursday, Oct 10. Hand in the submission electronically in DOC, PDF, or JPEG format) through MyUni Assignment online portal. Late submissions penalised 5% per day. Plagiarism will be penalised severely. 1. (10 marks): This tutorial continues Tutorial No. 4. The soil profile for proposed roadway construction is represented in Figure 1. A soil sample was recovered at A, and was tested in an oedometer device. The test results are provided in Table 1. The void ratio of the...