Search
Now showing items 1-2 of 2
Numerical Studies of Foundation Behavior Subjected to Combined Loading Considering Hydrostatic and Transient Flow Conditions in Unsaturated Soils
Publisher: American Society of Civil Engineers
Abstract: Conventional soil mechanics are widely used for investigating shallow foundation behavior when subjected to vertical, inclined, and eccentric loading. However, few studies in the literature focus on the behavior of foundations ...
Vertical Bearing Capacity of Foundations with Large Embedment Depth in Normally Consolidated Clay
Publisher: ASCE
Abstract: Foundation bearing capacity has been well studied in homogeneous soil under a condition of embedment depth within five times the foundation effective characteristic length. However, the penetration depth of deep-sea anchoring ...
CSV
RIS