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1
GATE CE 2023 Set 2
MCQ (Single Correct Answer)
+1
-0.33
A vertical sheet pile wall is installed in an anisotropic soil having coefficient of horizontal permeability, ๐‘˜๐ป and coefficient of vertical permeability, ๐‘˜๐‘‰. In order to draw the flow net for the isotropic condition, the embedment depth of the wall should be scaled by a factor of ______, without changing the horizontal scale.
A
$\rm \sqrt{\frac{k_H}{k_V}}$
B
$\rm \sqrt{\frac{k_V}{k_H}}$
C
1.0
D
$\rm {\frac{k_H}{k_V}}$
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Engineering Mechanics
Equilibrium of Force Systems Work Energy Principle and Impulse Momentum Equation
Strength of Materials Or Solid Mechanics
Simple Stresses Pure Bending Centroid and Moment of Inertia Shear Stress In Beams Complex Stress Strain Energy Method Thin Cylinder Deflection of Beams Columns and Struts Shear Force and Bending Moment Torsion Propped Cantilever Beam
Structural Analysis
Stability and Static Indeterminacy Methods of Analysis Plastic Analysis Moment Distribution Method Indeterminacy Energy Principle Influence Line Diagram Arches and Cable Slope Deflection Method Truss Matrix Method
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Origin of Soils Definitions and Properties of Soils Classification of Soils and Clay Mineralogy Effective Stress and Permeability Seepage Analysis Compaction of Soil Compressibility and Consolidation Shear Strength of Soil Stress Distribution of Soil Retaining Wall and Earth Pressure Stability of Slopes Shallow Foundation Pile Foundation Soil Stabilization
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