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1. REPORT ON EVALUATIONS AND TESTS OF LATERITE SOIL STABILIZED

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2. REPORT ON EVALUATIONS AND TESTS OF PULVALIZED CONCRETE

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3. STRENGTH CHARACTERISTIC

• Unconfined compressive Strength :

17.5 – 40 kg./cm.2

( 7 days and Soaked water for 2 hours )

• Flexural Strength ( 28 days ) :

9 – 20 kg./cm.2

• Elastic Modulus :

2,000 – 10,000 kg./cm.2

• Soaked CBR :

>900%

• Poison Ratio :

0.1 – 0.3

4. LOAD CARRYING CAPACITY COMPARE WITH GRANULAR BASE

Polymer Soil Stabilization Base 7 inch thickness can be taken load capacity 3 times of
Granular base at the same thickness ( Data from PCA )

5. DURABILITY

Slake Durability Index (ASTM D 4644 – 87 ) more than 75 %
No Pot-hole, no rutting depth and minimizes cracking.
High Stiffness with no brittle.
Minimizes subgrade pressure and has deflection under loads.
Bridges over weak spots in the subgrade.

6. OTHER PROPERTIES

• Dry Density :

1,700 – 2,300 kg./m.2

• Water Absorption :

<3%

• Coefficient of Permeability :

>10-8 cm./sec.

7. COMPACTIION

Degree of compaction not less than 95% (Modified Proctor Density)

8. DESIGN CRITERIA

Unconfined Compressive Strength (7 days curing and soaked water for 2 hours before testing) not less than 17.5 kg./ cm.2

 



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