GATE CE 2018 Set 1 — Question 30

Go beyond PYQs with Success TrackerAI-powered personalised practice and doubt support. Unlimited practice on eligible plans; AI usage limits apply.
NAT+1 / -0MediumAtterberg LimitsSoil Phase & Index PropertiesGeotechnical EngineeringPhase Relationships

Geotechnical Engineering → Soil Phase & Index Properties → Atterberg Limits

Last updated

Question

In a shrinkage limit test, the volume and mass of a dry soil pat are found to be 50 cm350\text{ cm}^3 and 88 g88\text{ g}, respectively. The specific gravity of the soil solids is 2.712.71 and the density of water is 1 g/cc1\text{ g/cc}. The shrinkage limit (in %, up to two decimal places) is ______
Your answer

Enter a number. Decimals, negative values and scientific notation are accepted.

The solution stays hidden until you check.

Continue learning with Success Tracker

A step still unclear? Work through it with support

Use Success Tracker to ask about the reasoning, then try another GATE CE question to check your understanding.

AI-powered practice· Unlimited practice on eligible plans
PYQs with solutions
Attempt available previous-year questions, then compare your reasoning with the worked solution. Coverage varies by stream.
Practice that adapts
Choose a topic, work on weaker areas and bookmark questions to revisit. Your attempts feed your progress tracking.
AI doubt support
Ask follow-up questions about a step or concept while practising, instead of stopping at the final answer.

Unlimited practice is available on eligible plans. Free practice and AI usage have limits; check the current plan allowances before choosing.

This page stays readable without an account. AI responses can be wrong; check them against the solution and source material.

More questions on Soil Phase & Index Properties