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Compute the effective premure at mid- hught of Clay laye Compute the avevage Inoveage in in the lager clay below the eenter of the toundation using approximate methed. pressuve Compute the primary comsolidation sattement if Pe = 50kfa %3D

Compute the effective premure at mid- hught of Clay laye Compute the avevage Inoveage in in the lager clay below the eenter of the toundation using approximate methed. pressuve Compute the primary comsolidation sattement if Pe = 50kfa %3D

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A A footing having legs of am x2m carrying spiral colummn at it's centroid withe the resultant force load af soko has its loottom placed 1:5m below the around surface. the water table is located at the bottom of the footing Above the water table is Gand having moist unit wt. of l6.59 kNim3 with moisture Content of 8%, below the water fable is I meter thick layer of Seand having weight of Soil particles 27-8kN/m3 and void vatio 'of o -724 , Below the "sand is 5 miters thick clay layer having unit weight of Soil particlkes 29 ku/m3,a water content of 40% a 20% ¢ it PL =40%. C3= 10 Cc 4 Col = 0.02 quare plosticity imutex %3D a) Compute the effective presure at mid hught of clay layer L) Compute the qverage increage in presssuve in the clay lager below the eenter of the foundation using approximate methad . c.) Compute the primary comaolidation settlement if Pe = 50kta ) Compute the secomdary Conegelictation sattlemunt of the cloy 5 years ofter the Completion of primany consolidat ion sutlemont ŏt dout
Transcribed Image Text:A A footing having legs of am x2m carrying spiral colummn at it's centroid withe the resultant force load af soko has its loottom placed 1:5m below the around surface. the water table is located at the bottom of the footing Above the water table is Gand having moist unit wt. of l6.59 kNim3 with moisture Content of 8%, below the water fable is I meter thick layer of Seand having weight of Soil particles 27-8kN/m3 and void vatio 'of o -724 , Below the "sand is 5 miters thick clay layer having unit weight of Soil particlkes 29 ku/m3,a water content of 40% a 20% ¢ it PL =40%. C3= 10 Cc 4 Col = 0.02 quare plosticity imutex %3D a) Compute the effective presure at mid hught of clay layer L) Compute the qverage increage in presssuve in the clay lager below the eenter of the foundation using approximate methad . c.) Compute the primary comaolidation settlement if Pe = 50kta ) Compute the secomdary Conegelictation sattlemunt of the cloy 5 years ofter the Completion of primany consolidat ion sutlemont ŏt dout
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