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Civil engineer guide to fighting positions, shelters, obstacles

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AFH 10-222 Volume 14 1 August 2008 153<br />

A3.3.9. Ribbon Test. This test is also performed only on material passing the<br />

No. 40 sieve. A representative portion of the sample is mixed with water until<br />

it can be molded or shaped without sticking <strong>to</strong> the fingers. Form a roll of soil<br />

about ½- <strong>to</strong> ¾-inches in diameter and 3 <strong>to</strong> 5 inches long. Lay the roll across<br />

the palm of one hand (palm up), and starting at one end, squeeze the roll between<br />

the thumb and forefinger over the edge of the hand <strong>to</strong> form a flat, unbroken<br />

ribbon about 1/2 <strong>to</strong> 3/4 inches thick. Allow the ribbon as formed <strong>to</strong><br />

hang free and unsupported (Figure A3.4). Continue squeezing and handling<br />

the roll carefully <strong>to</strong> form the maximum length of ribbon that can be supported<br />

only by the cohesive properties of the soil. Use Table A3.7 <strong>to</strong> draw conclusions.<br />

Figure A3.4. Ribbon Test Technique.<br />

Table A3.7. Ribbon Test Results and Indications.<br />

Result Indication<br />

Sample holds <strong>to</strong>gether for a length Highly plastic and highly com-<br />

of 8 <strong>to</strong>10 inches without breaking<br />

Soil can be ribboned only with<br />

pressive (CH)<br />

difficulty in<strong>to</strong> 3-inch <strong>to</strong> 8-inch<br />

lengths<br />

Low plasticity (CL)

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