Mengidentifikasi Jenis Tanah, Batas Plastis, Batas Cair Tanah Lempung

نویسندگان

چکیده

Soil is a material consisting of mineral grains bonded to one another. itself has various types. One them clay. Clay soil microscopic particles that come from weathering rocks. The water content in clay tends be high so it low bearing capacity. In addition, also shrinkage. Therefore, the management soils must handled properly. method used Gradation Sieve, Liquid Limit, and Plastic Limit. These three methods are considered suitable for conducting tests on samples. From these tests, obtained D10 values 0.14, D30 0.5 D60 1.6. And results calculation Cu Cc 4 1 3 classified into GC group (well granded gravel with clay). For liquid limit test (LL) samples have been studied, average value 25 strokes 41.12%. plastic (PL) sample, 32.42% was obtained. reducing index 8.70% included criteria plasticity index.

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ژورنال

عنوان ژورنال: Jurnal Talenta Sipil

سال: 2023

ISSN: ['2615-1634']

DOI: https://doi.org/10.33087/talentasipil.v6i1.120