2)Re ferencepaint| 12m14m12mImperviaus Rocla,For the given flany net the hydraulie gravityof the soil is kz0i003 ċm/sec- Calculatea) The total seepapelossperunit leag th in m3%sec/mat A,Bad Cb) The pore Pressure

Given data: Flow net k=0.003 cm/s H=12m

|| 12m Re fererce paint 14m 12m Imperviaus Rocla. For the given flony net the hydraubie gravity 2 the soil is lk= 0i003 ċm/sec. Caleulate A The total see pape loss per wnit leag th in ee/m paure at A,Bad C =) The pore prere at A,Band c

|| 12m Re fererce paint 14m 12m Imperviaus Rocla. For the given flony net the hydraubie gravity 2 the soil is lk= 0i003 ċm/sec. Caleulate A The total see pape loss per wnit leag th in ee/m paure at A,Bad C =) The pore prere at A,Band c

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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Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

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2)
Re ference
paint
| 12m
14m
12m
Imperviaus Rocla,
For the given flany net the hydraulie gravity
of the soil is kz0i003 ċm/sec- Calculate
a) The total seepape
loss
per
unit leag th in m3%sec/m
at A,Bad C
b) The pore Pressure

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