This is a lab report on Atterberg Limit Test done under Geotechnical Engineering
kiolllllllFull description
Laboratorium Uji TanahFull description
Deskripsi lengkap
Deskripsi lengkap
data pengolahan praktikum batas-batas atterberg.Full description
Plastic Limit TestFull description
Full description
Full description
limit of deflectionFull description
MatematikaFull description
I.
II.
Objectives To determine the liquid limit, plastic limit, and plasticity index of the soil. The liquid and plastic limits are referred as the Atterberg Limit. Data Liquid Limit Determination:
Moisture can no.
1
2
3
Mass of empty can and lid (g) , MC Mass of can and moist soil (g), M CMS Mass of can and dry soil (g), M CDS Mass of Dry Soil (g), MDS Mass of water (g), MW Water Content , w%
25.94 31.49 30.27 4.33 1.22 28.18
35.01 42.19 40.36 4.99 1.83 34.21
34.62 40.29 38.27 3.65 2.02 55.34
Number of Drops, (N)
51
16
9
From Flow Curve: Flow Index = - 14.15 Liquid Limit = 35.673
Plastic Limit Determination: Moisture can no. Mass of empty can and lid (g) , M C Mass of can and moist soil (g), M CMS Mass of can and dry soil (g), M CDS Mass of Dry Soil (g), MDS Mass of water (g), MW Water Content , w%