- B- 1.0 Az 0.9 0.8 10 15 20 D;IB 2.0 L/B = 0 L/B = 10 1. 5 A1 1.0 Square Circle 0.5 TI TT 10 TII| 1000 TIITT 0.1 100 H/B Figure 7.1 Values of Aj and Az for elastic settlement calculation-Eq. (7.1) (After Christian and Carrier, 1978) (Based on Christian, J. T. and Carrier, W. D. (1978). "Janbu, Bjerrum and Kjaemsli's chart reinterpreted," Canadian Geotechnical Journal, Vol. 15, pp. 123–128.) -is

- B- 1.0 Az 0.9 0.8 10 15 20 D;IB 2.0 L/B = 0 L/B = 10 1. 5 A1 1.0 Square Circle 0.5 TI TT 10 TII| 1000 TIITT 0.1 100 H/B Figure 7.1 Values of Aj and Az for elastic settlement calculation-Eq. (7.1) (After Christian and Carrier, 1978) (Based on Christian, J. T. and Carrier, W. D. (1978). "Janbu, Bjerrum and Kjaemsli's chart reinterpreted," Canadian Geotechnical Journal, Vol. 15, pp. 123–128.) -is

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.24CTP

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