Q.2 having k-1 cm/sec, dia. =0.75 m, n = 0.33 for soill and k= 2 cm /sec, dia. =0.6m, n=0.28 for soil2 in the setup shown, Compute: 1. Total head, elevation head, pressure head for points A, B, C, D and E. 2. Seepage velocity along soil 1 and soil 2 3. Force in soil 1 and soil 2 B so il 1 so il 2 E 15 CH 25 cm T 7 cn 20 cn datum

Q.2 having k-1 cm/sec, dia. =0.75 m, n = 0.33 for soill and k= 2 cm /sec, dia. =0.6m, n=0.28 for soil2 in the setup shown, Compute: 1. Total head, elevation head, pressure head for points A, B, C, D and E. 2. Seepage velocity along soil 1 and soil 2 3. Force in soil 1 and soil 2 B so il 1 so il 2 E 15 CH 25 cm T 7 cn 20 cn datum

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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Subject: Geotechnical engineering- Soil Mechanics