This document presents a grain size analysis of soil using sieve analysis and hydrometer analysis. It provides objectives, test standards, procedures and observations for both methods. For hydrometer analysis, it explains Stokes' Law which relates particle size to velocity of fall. Tables are shown for calibration, corrections, and calculating particle size from hydrometer readings using the law. A grain size distribution curve is presented to show results.
1 of 30
Downloaded 40 times
More Related Content
3.grain size analysis of soil
1. WELCOME TO OUR PRESENTATION
Submitted To
Dr. Md. Abu Taiyab
Prof. Dept. Of CE.
Mr. Md . Ariful Islam
Lecturer, Dept. of CE.
Prepared By
MD. Parvej
ID: 131046
CE- 3/2
SEC A
DEPARTMENT OF CIVIL ENGINEERING.
DHAKA UNIVERSITY OF ENGINEERING & TECHNOLOGY ,GAZIPUR.
2. Grain size analysis of soil
COURSE NO. CE -3302
GEOTECHNINICAL ENGINEERING -I SESSIONAL
3. Objectives
To determine the grain size distribution
Test Standard
ASTM D 421 Applicable for most granular soil analysis (Sieve analysis)
ASTM D 422 Applicable for soils with small grain size< .075mm
7. Hydrometer Analysis
The hydrometer analysis is based on Stokes Law, which gives the relationship
among the velocity of fall of spheres in a fluid, the diameter of the sphere, the
specific weights of the sphere and of the fluid, and the fluid viscosity. In
equation form this relationship is
where,
v = velocity of fall of the spheres (cm/s)
Gs = specific gravity of the sphere
Gf = specific gravity of fluid (varies with temperature)
= absolute, or dynamic, viscosity of the fluid (g /(cm * s))
D = diameter of the sphere (cm)
2 (Gs Gf )
v = ---- * ------------ * (D / 2)2
9
8. Solving the equation for D and using the specific gravity ofwater Gw, we obtain
________________
D = 18 v/ ( Gs Gw)
v = L / t
_______________
A = 18 / (Gs Gw)
________________
D = A L (cm) / t (min)
where 0.002 mm < D < 0.2 mm
Fig.12 Hydrometer and its Activities
K
K
CONTD:
30. Solving the equation for D and using the specific gravity of w
________________
D = 18 v / ( Gs Gw)
v = L / t
_______________
K = 18 / ( Gs Gw)
where 0.002 mm < D < 0.2 mm