B) For the soil condition shown in Figure (1).Determine:1- The rate of flow per unit area.2- The effective stress at point A.Fig.(1)1.0 m3.0 m4.0 m1.0 m1.0 mALaver-1Ys = 18 kN/m²k=0,25 cnv minLayer-2Ys = 19 kN/m²k = 0.2 cm/ mini= 0.3-Layer-3Ys = 20 kN/m³k=0.3 cm/ minDatumFlow ofwater

Answered: Image /qna-images/answer/94324c43-37b2-40bc-ab14-c05f69df16fa.jpg

B) For the soil condition shown in Figure (1). Determine: 1- The rate of flow per unit area. 2- The effective stress at point A. Fig.(1) 1.0 m 3.0 m 4.0 m 1.0 m 1.0 m Laver-1 Ys = 18 kN/m² k=0,25 cnv min Layer-2 Ys = 19 kN/m² k=0.2 cm/ min i=0.3- Layer-3 Ys = 20 kN/m³ k=0.3 cm/ min Datum Flow of water

B) For the soil condition shown in Figure (1). Determine: 1- The rate of flow per unit area. 2- The effective stress at point A. Fig.(1) 1.0 m 3.0 m 4.0 m 1.0 m 1.0 m Laver-1 Ys = 18 kN/m² k=0,25 cnv min Layer-2 Ys = 19 kN/m² k=0.2 cm/ min i=0.3- Layer-3 Ys = 20 kN/m³ k=0.3 cm/ min Datum Flow of water

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter9: In Situ Stresses

Section: Chapter Questions

Problem 9.12P

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