Dear Friends,
Running a free and helpful website like ESENotes.com has always been a passion-driven mission. We aim to provide valuable resources, notes, and tools that support students, educators, and knowledge seekers across India. However, maintaining and improving this platform comes with its own financial challenges — including server costs, content creation, domain renewal, and development work.
Currently, I’m facing some personal financial difficulties, and it has become increasingly hard to keep the website up and running without external support. If you’ve found ESENotes helpful in any way or believe in the value we provide, I humbly request your help.
Even a small contribution can make a big difference. It will go directly toward keeping the website active and continuing to improve its offerings for everyone.
| You can support us via UPI: UPI ID: esenotes@ybl |  |
Your support means the world — not just to me personally, but to the thousands of learners who rely on this platform. Thank you in advance for your kindness and generosity.
With gratitude,
Founder, ESENotes.com
CalculationClub.Com
If you’re looking for a website that provides all types of calculators and conversion tools, then CalculationClub.com is your final destination. Whether you are a student, professional, or just curious, CalculationClub offers a variety of tools to help you solve any type of problem. Our collection includes unit converters, random generators, text tools, and much more.
SUBJECT
Particle size distribution analysis or mechanical analysis is carried out in two systems: Sieve Analysis, Sedimentation Analysis. In Coarse Grained Soil : we study Gravel & Sand and In Fine Grained Soil: we study Silt & Clay.
Test of unit weight of soil can be determined using the following methods: Water Displacement Method, Submerged Mass Density Method, Core Cutter Method, Sand Replacement Method.
Test of specific gravity can be computed using 50 ml density bottle,500ml flask or pycnometer. Density bottle method is accurate & suitable for all soil.
Interrelationship Between Voids ratio (e), Water Content (w), Specific Gravity (G), Degree of Saturation(s), Dry Unit Weight ,Unit Weight of Water, etc