22.A columnSENSE3m 2 m in planas shown EEMMANUEL Fig.3. Given: I1.5 m, f¢= 22°,=60 kN/m². Using the general bearingMMANUEcapacity equation and FS = 3, determine thegross allowable load the fcarry. ASHESEOundation couldL2PANASHEL21m1.5 my = 17 kN/m³Groundwater level3m x 2mYsu = 19.5 kN/m³PANDFig.3 Shallow foundation ANASwater level.EMMAthe ground

Answered: Image /qna-images/answer/2ef6d185-e617-462a-a2a6-1967ebd6e4c3.jpg

22.A column is SEN S3 m 2 m in plan as shown E EMMANUEL Fig.3. Given: DASHE 1.5 m, f ¢= 22°, CC = 60 kN/m². Using the general bearing MMANUE capacity equation and FS = 3, determine the gross allowable load the 1 carry. ASHE SEOundation could L2 PANASHE L2 1m 1.5 m y = 17 kN/m³ Groundwater level 3m x 2m You = 19.5 kN/m³ Fig.3 Shallow foundation BAND EMMAN FMlow the ground

22.A column is SEN S3 m 2 m in plan as shown E EMMANUEL Fig.3. Given: DASHE 1.5 m, f ¢= 22°, CC = 60 kN/m². Using the general bearing MMANUE capacity equation and FS = 3, determine the gross allowable load the 1 carry. ASHE SEOundation could L2 PANASHE L2 1m 1.5 m y = 17 kN/m³ Groundwater level 3m x 2m You = 19.5 kN/m³ Fig.3 Shallow foundation BAND EMMAN FMlow the ground

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter7: Seepage

Section: Chapter Questions

Problem 7.7CTP

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