Physics · Soil Mechanics
यदि 's' अपरूपण सामर्थ्य (shear strength) है, 'c' और 'φ' अपरूपण सामर्थ्य मापदंड हैं और 'σn' विफलता पर सामान्य प्रतिबल है, तो मिट्टी की अपरूपण सामर्थ्य के लिए कूलम्ब के समीकरण को किस प्रकार दर्शाया जा सकता है?
Verified Solution4 OptionsUpdated: October 2026👁️1 View
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- 1s = c - σn tan(φ)
- 2s = σn + c tan(φ)
- 3c = s - σn tan(φ)✓
- 4c = s + σn tan(φ)
सही उत्तर देखें
c = s - σn tan(φ)
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