Approach of Liquid Limit and Plastic Limit Test for Mixed Soil

Liu Fuchen; Sun Yuzhuo; Wang Qitian

Jul. 2021

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Liu Fuchen, Sun Yuzhuo, Wang Qitian. Approach of Liquid Limit and Plastic Limit Test for Mixed Soil[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(3): 122-122,133.

Citation:

Liu Fuchen, Sun Yuzhuo, Wang Qitian. Approach of Liquid Limit and Plastic Limit Test for Mixed Soil[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(3): 122-122,133.

Liu Fuchen, Sun Yuzhuo, Wang Qitian. Approach of Liquid Limit and Plastic Limit Test for Mixed Soil[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(3): 122-122,133.

Citation:

Liu Fuchen, Sun Yuzhuo, Wang Qitian. Approach of Liquid Limit and Plastic Limit Test for Mixed Soil[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(3): 122-122,133.

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Approach of Liquid Limit and Plastic Limit Test for Mixed Soil

Shandong Water Polytechnic, Rizhao Shandong 276826 China

Received Date: 2007-02-27
Available Online: 2021-07-10

Abstract

Abstract

The liquid limit and plastic limit test is a conventional geotechnical experiment. The mixed soil contains quantity of coarse grain. The liquid plastic limit value of the test with particle size of 0.5 mm below is debased, and the soil classification does not conform to the fact. The liquid plastic limit test with particle size of 0.075 mm below is suggested.
- mixed soil,
- liquid limit and plastic limit,
- geotechnical experiment,
- soil classification