IS 10108

: 1982

Code of practice for a sampling of soils by thin wall sampler with stationary piston

CurrentSpecializedCode of PracticeBIMGeotechnical · Soil and Foundation Engineering
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This standard outlines the procedure for obtaining high-quality, undisturbed soil samples, particularly from soft to firm cohesive soils, using a thin-wall tube sampler with a stationary piston. It specifies the equipment requirements, operational procedure, and methods for sealing, handling, and reporting the collected samples for geotechnical laboratory testing.

Code of practice for a sampling of soils by thin wall sampler with stationary piston

Quick Reference Values
Recommended Area Ratio (Ar)< 10%
Recommended Inside Clearance Ratio (Ci)0.5 to 1.5%
Typical Length to Diameter Ratio (L/D)10 to 20
Minimum Piston Travel5 to 10 cm
Sample tube wall thickness1.25 to 1.65 mm for 50mm samplers
Key Formulas
Area Ratio Ar = [(Dw^2 - De^2) / De^2] * 100
Inside Clearance Ratio Ci = [(Ds - De) / De] * 100
Practical Notes
This method is crucial for obtaining samples for consolidation and shear strength tests, as it minimizes sample disturbance.
It is not suitable for hard, cemented, or gravelly soils where the thin-walled tube could be damaged.
The stationary piston prevents loose or disturbed material from entering the tube before sampling starts and helps retain the sample during withdrawal by creating a vacuum.