Current position: Home >> Scientific Research >> Paper Publications

The consolidation response of skirted foundations in normally consolidated clay

Release Time:2024-04-25  Hits:

Indexed by: Journal Papers

Document Code: 387429

Date of Publication: 2024-03-15

Journal: OCEAN ENGINEERING

Volume: 296

ISSN: 0029-8018

Key Words: CIRCULAR FOUNDATIONS; COMPRESSION; FAILURE ENVELOPES; LARGE-DEFORMATION PROBLEMS; MODELS; RITSS; UNDRAINED BEARING CAPACITY; UPLIFT CAPACITY

Prev One:Enhanced assessment framework of static stability of tracked vehicles in consideration of multi-directional loading

Next One:Bearing capacity of perforated surface foundations on sand