ESE NOTES – One Destination for All Competitive Exams
📄 Complete Syllabus • ⏱ Exam Pattern • 📝 PYQs (10+ Years) • 🧠 10K+ Quizzes • 📘 Topic-wise Notes • & More
- 📚 SSC – CGL, CHSL, MTS & More
- 📚 RRB – NTPC, Group D, ALP & More
- 📚 UPSC – CSE, CDS, CAPF & More
- 📚 State PSC – UPPSC, BPSC, MPPSC & More
- 📚 Banking – IBPS PO, SBI Clerk & More
- 📚 ESE/IES – Technical + GS Full Coverage
- 📚 GATE – All Branches Covered
- 📚 More – Popular Exams

🏆 Exams Overview
Find all competitive exams, syllabus, previous papers and study material in one place.
📁 Exam Categories

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.

ResultJano.Com
If you’re looking for a website that provides all types of government job updates and exam-related information, then ResultJano.com is your final destination. Whether you are a student, job seeker, or preparing for competitive exams, ResultJano offers the latest notifications, admit cards, results, and much more.
Visit ResultJano.ComSUBJECT
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 the Properties of Soil | Properties of Soil | Soil Mechanics
Interrelationship Between Voids ratio (e), Water Content (w), Specific Gravity (G), Degree of Saturation(s), Dry Unit Weight ,Unit Weight of Water, etc
Relative compaction is defined as the ratio of the dry unit weight of soil in the natural state to the dry unit weight of soil in the densest state. it can applied for both cohesionless &cohesive soil.


