4. 5. 6. Height of the capillary rise in the silt. b 3.33 m 13.33 m a. b. Vertical effective stress in kPa at a depth of 5m. 225 kPa 141.13 kPa wol a. b. 205.35 kPa 179.69kPa b. C. 6.67 m 392 28 d. = 10 mibenga vob\ ACC Vertical effective stress in kPa at a depth of 10m. 225 kPa d. 141,13 kPa 205.35 kPa 179.69kPa ysb\5 mild, nid
4. 5. 6. Height of the capillary rise in the silt. b 3.33 m 13.33 m a. b. Vertical effective stress in kPa at a depth of 5m. 225 kPa 141.13 kPa wol a. b. 205.35 kPa 179.69kPa b. C. 6.67 m 392 28 d. = 10 mibenga vob\ ACC Vertical effective stress in kPa at a depth of 10m. 225 kPa d. 141,13 kPa 205.35 kPa 179.69kPa ysb\5 mild, nid
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter16: Soil Improvement And Ground Modification
Section: Chapter Questions
Problem 16.12P
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