Personal Information
Organization / Workplace
Lahore, Punjab Pakistan
Occupation
CEO
Industry
Real Estate/ Construction / Architecture
Tags
soil mechanics
geotech
geotechnical
geotechnical engineering
contact pressure
consolidation settlement
coefficient of consolidation
stress distribution
stresses in soil
coefficient of volume change
compression index
soil consolidation
consolidation
soil settlement
settlement in soil
geostatic stress
friction angle
angle of internal friction
cohesión
shear strength of soil
shear strength
layered soil permeability
permeability test
falling head permeability test
constant head permeability test
coefficient of permeability
hydraulic gradient
seepage
permeability
soil permeability
passive earth pressure
active earth pressure
earth pressure at rest
coulomb earth pressure theory
rankine earth pressure theory
lateral earth pressure
terzaghi bearing capacity
shear failure
shear failure of soil
terzaghi bearing capacity equation
bearing capacity
westergaard method
westergaard theory
boussinesq method
boussinesq theory
approximate method
mohr coulomb
mohr coulomb failure criteria
m-c failure criteria
equipotential lines
flow lines
flow nets
maximum dry density
optimum moisture content
omc
compaction
soil compaction
soil classification
plasticity index
shrinkage limit
plastic limit
liquid limit
atterberg limits
elastic settlement
unified soil classification system
uscs
gradation curve
particle size analysis
particle size distribution
gradation
sieve analysis
limit equilibrium analysis
slope stability
slope stability analysis
timoshenko and goodier
mohr circle
modified compaction test
standard compaction test
modified proctor test
standard proctor test
proctor test
aashto
aashto soil classification
weight volume relationships
phase relationships
infinite slope stability
general bearing capacity equation
unconfined compression strength
unconfined compression strength of soil
unconfined compression test
direct shear test
borehole log
hand auger drilling
straight rotary drilling
uds
undisturbed soil sample
disturbed soil sample
spt
standard penetration test
geotechnical investigation
soil investigation
soil exploration
soil deposits
weathering
short term and long term analysis
critical slip circle
ordinary method of slices
sweedish slip circle method
circular slope stability
finite slope stability
water table effect
water table effect on bearing capacity
vesic bearing capacity
hansen bearing capacity
schmertmann method
newmark influence chart
cd test
cu test
uu test
triaxial test
triaxial compression test
angle of repose
effective stress
total stress
sheep foot roller
roller compaction
field compaction of soil
hydrometer analysis
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