2):(A): Derive the basic differential equation of Terzaghi's one dimensional consolidation theory for saturated soils. (B): For the concrete dam shown in figure below. The water heads are 16 m on the upstream side and 2 m on the downstream side. 1- Calculate the seepage loss through the subsoil per unit length if the average value of the hydraulic conductivity is (6x103 cm/sec) horizontally and (3x10 cm/sec) vertically. 2- Calculate the exit gradient if the average length of the last square is 0.9 m. 7000 Impervious Dam Permeable Xxxxxx

2):(A): Derive the basic differential equation of Terzaghi's one dimensional consolidation theory for saturated soils. (B): For the concrete dam shown in figure below. The water heads are 16 m on the upstream side and 2 m on the downstream side. 1- Calculate the seepage loss through the subsoil per unit length if the average value of the hydraulic conductivity is (6x103 cm/sec) horizontally and (3x10 cm/sec) vertically. 2- Calculate the exit gradient if the average length of the last square is 0.9 m. 7000 Impervious Dam Permeable Xxxxxx

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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Question

2):(A): Derive the basic differential equation of Terzaghi's one dimensional
consolidation theory for saturated soils.
(B): For the concrete dam shown in figure below. The water heads are 16 m on the
upstream side and 2 m on the downstream side.
1- Calculate the seepage loss through the subsoil per unit length if the average
value of the hydraulic conductivity is (6x10³ cm/sec) horizontally and
(3x10 cm/sec) vertically.
2- Calculate the exit gradient if the average length of the last square is 0.9 m.
XXX
Impervious
Dam
Permeable
Xxxxx

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