Civil Engineering MCQJE Level Civil Engineering

The 'residual shear strength' of over-consolidated clay is relevant for:

Soil MechanicsSoil MechanicsHARD

Choose the correct answer

A

Fresh compacted fill with no slip history

B

Existing (reactivated) slip surfaces in OC clay — platelet alignment gives lowest possible φ'r; must use residual for old landslides

C

Sand liquefaction analysis

D

Pile design in soft clay

Correct Answer

B. Existing (reactivated) slip surfaces in OC clay — platelet alignment gives lowest possible φ'r; must use residual for old landslides

AI Detailed Explanation & IS Code Reference

Unlock the reasoning, formula path and code-linked notes inside your student dashboard.

Residual strength: after large displacement (existing slip surface) φ'_r = much lower than peak φ'p; c'_r ≈ 0. Clay platelets align parallel to slip plane → very low friction. φ'_r = 8–15° for high-plasticity clays (bentonite); 20–25° for low-plasticity. Used in: stability analysis of first-time and reactivated landslides, old dam failures (sliding along pre-existing slip surface). Must be used if reactivation of old slip is possible.

ScoreCardAI links this solution with subject, topic and difficulty signals so your scorecard can identify weak areas after a full mock test.

Concept shortcut
IS/IRC reference
Common trap

Practice more Civil Engineering questions

This MCQ belongs to JE Level Premium Test Series. Full tests include timed attempts, rank comparison and subject-wise analysis.

Create Free Account