Download e-book for kindle: Basics of Foundation Design by Bengt H. Fellenius

By Bengt H. Fellenius

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Courtesy of Dr. J. Gardner, University of Ottawa. 1 When subjected to a shear movement, initially, also a dense sand will contract, but when the movement gets larger, as in the case of an earthquake shaking, dense sand will dilate. 1 Soil Profiling with the Cone Penetrometer Cyclic Stress Ratio, CSR, and Cyclic Resistance Ratio, CRR Data from CPTU soundings are often employed to assess susceptibility due to earthquake induced liquefaction. The following summarizes the procedures of Robertson and Wride (1998) and Youd et al.

2. 3. 4. 5. 6. Sensitive fine-grained soil Organic soil Clay Silty clay to clay Clayey silt to silty clay Sandy silt to clayey silt November 2009 7. 8. 9. 10. 11. 12. Silty sand to sandy silt Sand to silty sand Sand Sand to gravelly sand Very stiff fine-grained soil Overconsolidated or cemented sand to clayey sand Page 2-7 Basics of Foundation Design, Bengt H. Fellenius A novel information in the profiling chart is the delineation of Zones 1, 11, and 12, representing somewhat extreme soil responses, enabling the CPTU to uncover more than just soil grain size.

5, MWF becomes equal to unity.

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Basics of Foundation Design by Bengt H. Fellenius


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