Soil mechanics شمدنظ The table below shows results of seriesof (Uutest) (arriedsaturated oconsolidated siltySamplesclay soil.completeTest Noof nor maly03 (kn/m²)(241/431) 10soiltheI f1100240out onmissing data3- If 4 = 30° find the emajor principle stresses.2. what will be (theoretically) the onun confircedcompresstive strenght of2??effectivey_soilsample with anall= 200 lanım³ find thePressure at300failure.a (CV. test) conducts on the samearoundPore3240??miorang.Pressurewater

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The table below shows results of scrics of (Uutest) (arried saturated o of normaly consolidated silty Samples clay soil. complete Test No 03 (kn/m²) 4- (241/431) 10 soil the 1 I f 100 240 out on missing data 2. what will be (theoretically) the un confirced 3 If 4 = 30° find the e major principle stresses. 2 ?? 300 compresstive strenght of effective soil sample with an all = 200 lanım³ find the Pressure at failure. a (cv. test) conducts on the same around Pore 3 240 ?? miorang. Pressure water

The table below shows results of scrics of (Uutest) (arried saturated o of normaly consolidated silty Samples clay soil. complete Test No 03 (kn/m²) 4- (241/431) 10 soil the 1 I f 100 240 out on missing data 2. what will be (theoretically) the un confirced 3 If 4 = 30° find the e major principle stresses. 2 ?? 300 compresstive strenght of effective soil sample with an all = 200 lanım³ find the Pressure at failure. a (cv. test) conducts on the same around Pore 3 240 ?? miorang. Pressure water

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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