The core cutter method for estimating in-situ soil density will not be suitable for which type of soil?
- AClayey soil
- BSilty soil
- CClayey sand
- DClean sandCorrect
Solution
Concept
Core Cutter Method Limitations
Formula
No
Step-by-step solution
Since this is a theoretical concept question, no formula or numerical calculation is required.1. Identify the key requirement: The core cutter method requires cohesive soil to hold its shape inside the cutter. 2. Evaluate the soil types: Cohesive soils like clay and silt retain their structure, whereas cohesionless soils like clean sand crumble and cannot be sampled using a core cutter. 3. Select option D (Clean sand).
Explanation
The core cutter method is not suitable for clean sand because sand lacks cohesion (stickiness). When you try to dig out and lift the metal cylinder, dry or clean sand crumbles and falls out of the cutter, making it impossible to retain an undisturbed sample.
Shortcut
Remember: Core cutter needs Cohesion (C & C). Clean Sand lacks cohesion, so it Slips out of the cutter.
Common mistake
Students often confuse the core cutter method with the sand replacement method and incorrectly choose clayey soil assuming it is too hard to drive the cutter into, or they choose clayey sand by focusing only on the word sand without recognizing that cohesionless clean sand is the type that crumbles and falls out of the cutter.
Correct answer: D) Clean sand