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Erschienen in:
01.09.2021 | Correction
Correction to: Application of Jute–Polypropylene Blended Geotextile in Black Cotton Soil Subgrade for Low Volume Road Construction
Erschienen in: International Journal of Geosynthetics and Ground Engineering | Ausgabe 3/2021
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Excerpt
In the original publication of the article, in Table 3, the last column containing the ASTM and IS standard details (embedded references from [55] to [65] are missing in the table text) has been missed out. The correct Table 3 is given below:
Table 3
Geotechnical properties of the experimental black cotton soil
|
Soil properties
|
Results
|
Test method
|
|---|---|---|
|
Liquid limit (%)
|
68
|
IS:2720 (Part 5):1985 [55], similar to ASTM D4318:2017 [56]
|
|
Plastic limit (%)
|
32
|
|
|
Plasticity index (%)
|
36
|
|
|
Shrinkage limit (%)
|
11.7
|
IS:2720 (Part 6):1972
Reaffirmed 2001 [57]
|
|
Sand (%)
|
22
|
IS:2720 (Part 4):1985 [58], similar to ASTM D6913/D6913M:2017 [59] and D7928:2017 [60]
|
|
Silt (%)
|
19
|
|
|
Clay (%)
|
59
|
|
|
Soil classification
|
CLAY sandy silty
|
IS:1498:1970 [61], similar to ASTM D2487:2017 [62]
|
|
Optimum moisture content, OMC (%)
|
34
|
IS:2720 (Part 7):1980 [63], similar to ASTM D698:2012 [64]
|
|
Maximum dry density, MDD (kN/m3)
|
13
|
|
|
Free swell index (%)
|
50
|
IS:2720 (Part 40) 1977 [65]
|