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Pile & Foundation
Dynamic Load Test (PDA)
Pile Integrity Test (PIT)
Sonic Logging Test (SLT)
Pile Maintain Load Test (MLT)
Soil Testing
Soil Investigation (SI)
Mackintosh Probe Test (MPT)
Field Density Test (FDT)
Standard Proctor (SP)
Cone Penetration Test (CPT)
California Bearing Ratio (CBR)
Plate Bearing Test (PBT)
Civil Material Laboratory
Compressive Strength Test
Rebound Hammer Test
Windsor Probe Test
Steel Bar Tensile Test
Aggregate
Bitumen
Geotechnical Laboratory
Laboratory Test
Instrumentation & Monitoring
Vibration Monitoring
Vibrating Wire Piezometer
Pneumatic Piezometer
Standpipe Piezometer
Inclinometer
Magnetic Extensionmeter
Tilt Meter
Settlement Plate
Water & Air Monitoring
Effluent & Waste Monitoring
Monitoring for EIA
Occupational Safety and Health Monitoring |
Being a One Stop Geotechnical Soil
Investigation contractor, Foundtest also provides laboratory
testing services as well. All construction materials, soil
samples (disturb & undisturbed) and rock samples collected on site
can be further tested in our associate labs according to the client
or design engineer's requirement.
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LABORATORY SOIL TESTS |
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BS1377 : 1990 |
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MOISTURE CONTENT |
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Part 2, Method 3.2 |
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ATTERBERG LIMITS ( LL, PL, PI ) |
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Part 2, Method 4 & 5
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LINEAR SHRINKAGE LIMITS |
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Part 2, Method 6.5 |
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BULK DENSITY |
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Part 2, Method 7.2 |
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SPECIFIC GRAVITY ( PARTICLE
DENSITY ) |
Part 2, Method 8 |
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PARTICLE SIZE DISTRIBUTION -
COARSE GRAINED. |
Part 2, Method 9.2 & 9.3 |
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PARTICLE SIZE DISTRIBUTION - FINE
GRAINED. |
Part 2, Method 9.5 |
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UNCONFINED COMPRESSION TEST ( UCT
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Part 7, Method 7.2 |
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38mm diameter, 1 specimen |
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50mm diameter, 1 specimen |
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70mm diameter, 1 specimen |
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UU TRIAXIAL COMPRESSION TEST
WITHOUT P.W.P. |
Part 7, Method 8 |
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38mm diameter |
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50mm diameter |
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70mm diameter |
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CU TRIAXIAL COMPRESSION TEST WITH
P.W.P. |
Part 8, Method 7 |
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38mm diameter |
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50mm diameter |
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70mm diameter |
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CD TRIAXIAL COMPRESSION TEST WITH
P.W.P. & VOL. |
Part 8, Method 8 |
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38mm diameter |
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50mm diameter |
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70mm diameter |
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ONE DIMENSIONAL CONSOLIDATION TEST |
Part 5, Method 3 |
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e vs log pressure, Mv & Cv, t90
graphs |
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e vs log pressure, Mv & Cv, t50 &
t90 and c-alpha |
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LABORATORY PERMEABILITY TEST |
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Falling Head Permeameter ( k>E-04
m/s ) |
[ KH Head, Vol.2 - 10.7.2 ] |
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CHEMICAL TESTS ON SOIL / WATER |
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pH value |
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Part 3, Method 9 |
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Total / soluble sulphate |
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Part 3, Method 5 |
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Chloride content |
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Part 3, Method 7 |
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Organic matter |
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Part 3, Method 8 |
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Total dissolved solids |
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Part 3, Method 9 |
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Salinity Test |
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Part 3, Method 10 |
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DIRECT SHEAR STRENGTH ( 60 x 60mm
samples ) |
Part 7, Method 4 |
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Soaked - Consolidated Drained ( 3
specimen ) |
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ROCK TEST |
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Unconfined compressive strength |
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[ ASTM D2938-79 ] |
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UCT with Young's Modulus &
Poisson's Ratio |
[ ASTM D3148-80 ] |
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Point Load Strength |
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[ Broch, E & Franklin, JA ] |
Isotropically Consolidated Undrained (C.I.U)
Triaxial Compression Test:
 
Consolidation Test:
 
Unconsolidated Undrained (UU) Triaxial
Compression Test:
Particle Size Distribution (Hydrometer
Analysis
/ Sieving):
 
Shear Box:
Specific Gravity:
Moisture Content:
For more information, quotation or site appointment,
please call us or
drop us a message here.
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