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What is Geogrid Reinforced Foundations on Clay about?

This technical note presents an experimental study on the behavior of geogrid reinforced sand-clay foundation systems with clay subgrades of varying undrained shear strengths. Laboratory model tests were conducted on circular footings placed on homogeneous and layered foundation beds containing clay subgrades with undrained shear strengths ranging from 7 to 60 kPa. The layered systems incorporated a dense sand layer of varying thickness above the clay. Results showed that footing settlement, sand layer thic

Author

Manaswini Vadlamani

Language

EN