In a liquid limit, using a cone penetrometer, thefollowing readings were recorded and tabulated asshown.Plastic Limit testWet (kN/cu.m) Dry (kN/cu.m)105.4116.8109.6Trial128.62141.43132.64134.5111.2113.45136.0 Liquid Limit TestMoisture contentCone Penetration(%)(mm)42.516.047.558.117.522.860.026.0Determine the liquid limit of the soil.Determine the plasticity index of the soil.If the natural water content of the soil is38%, determine the liquidity index.a.b.C.

The given liquid limit test data: Moisture content (%) Cone penetration (mm) 42.5 16…

In a liquid limit, using a cone penetrometer, the following readings were recorded and tabulated as shown. Plastic Limit test Wet (kN/cu.m) Dry (kN/cu.m) 128.6 141.4 132.6 134.5 136.0 Trial 2 3 105.4 116.8 109.6 111.2 113.4 4

In a liquid limit, using a cone penetrometer, the following readings were recorded and tabulated as shown. Plastic Limit test Wet (kN/cu.m) Dry (kN/cu.m) 128.6 141.4 132.6 134.5 136.0 Trial 2 3 105.4 116.8 109.6 111.2 113.4 4

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

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Question

In a liquid limit, using a cone penetrometer, the
following readings were recorded and tabulated as
shown.
Plastic Limit test
Wet (kN/cu.m) Dry (kN/cu.m)
105.4
116.8
109.6
Trial
128.6
2
141.4
3
132.6
4
134.5
111.2
113.4
5
136.0

Liquid Limit Test
Moisture content
Cone Penetration
(%)
(mm)
42.5
16.0
47.5
58.1
17.5
22.8
60.0
26.0
Determine the liquid limit of the soil.
Determine the plasticity index of the soil.
If the natural water content of the soil is
38%, determine the liquidity index.
a.
b.
C.

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