The Consequences of Non-Uniform Founding of Concrete Tank in Weak Wet Subsoil

Abstract

The article presents problem of non-uniform foundation of structures in weak wet subsoil. The problem is illustrated with the case study of two-chamber-reinforced concrete water tank constructed in 1920s of 20th century, which cracked during construction. Under part of foundation, where the peat was found, the concrete piles were introduced.

Keywords

• concrete tank
• stability
• differential settlement
• cracks
• levelling