Journal
KSCE JOURNAL OF CIVIL ENGINEERING
Volume 27, Issue 5, Pages 1928-1941Publisher
KOREAN SOCIETY OF CIVIL ENGINEERS-KSCE
DOI: 10.1007/s12205-023-0294-7
Keywords
Press-in open caisson; Plugging effect; Squeezing effect; Soil migration pattern; Model test
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The press-in open caisson method is an important construction method in extremely soft foundations. However, problems such as sinking and large deformation are prone to occur in the construction of caissons. This study focused on the stratigraphic response model of soil migration during the press-in process of open caisson. Model tests were conducted to investigate the migration patterns of each part of the soil and the underlying mechanism of the stratigraphic response pattern. The study provides new understanding and guidance for the construction of press-in open caissons.
Press-in open caisson method, which sinks into soil with the aid of mechanical pressure without excavation, is becoming an important method of construction in extremely soft foundations. However, many engineering problems are prone to occur in the construction of caissons, such as sinking and large deformation. In this study, the stratigraphic response model, such as soil migration during the press-in process of open caisson, is focused on. Through model tests of soil and caissons, the migration patterns of each part of the soil were carried out, and the mechanism underlying the stratigraphic response pattern was investigated. The three primary conclusions are as follows: 1) The bottom edge foot of caisson produces lateral extrusion on surrounding soil in the range of 10 cm (20%H) below, resulting in lateral movement of soil. 2) two kinds of plug, i.e., wedged and unwedged plugs exist, and the driven forces for the soil migration can be divided into three stages, i.e., caused by soil plug with active arch, by soil plug with passive arch and caused by soil squeezing effect. 3) there is a significant linear correlation between the soil plug changes, the horizontal movement of the deep soil body, and the displacement of the surface uplift. The soil plugging effect and squeezing effect are interacted and enhanced with each other. This study provides a new understanding of the stratigraphic response in the construction of press-in open caissons, and guides safety control of open caissons construction.
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