Investigation of the effect of critical depth on the shaft resistance of closed ended piles in clay

Earth and Planetary Sciences

• University 100%
• Installing 100%
• Investigation 100%
• Clay 100%
• Depth 100%
• Site 100%
• Case Histories 50%
• Deposit 50%
• Literature 50%
• In Situ Test 50%
• Position (Location) 50%
• Reading 50%
• Silty Clay 50%
• Laboratory Test 50%
• Field Test 50%
• Program 50%
• Test Stand 50%
• Belfast 50%
• Pore Pressure 50%
• Average 50%

Engineering

• Critical Depth 100%
• Installation 100%
• Shaft Resistance 100%
• Average Shear Stress 50%
• Sensor 50%
• Test Program 50%
• Situ Test 50%
• Clay Deposits 50%
• Pile Length 50%
• Base Pile 50%
• Radial Stress 50%
• Pile Shaft 50%

INIS

• piles 100%
• clays 100%
• investigations 100%
• depth 100%
• installation 33%
• testing 33%
• laboratories 16%
• deposits 16%
• field tests 16%
• universities 16%
• pore pressure 16%
• comparative evaluations 16%
• colleges 16%
• sensors 16%
• shear 16%
• length 16%