Open AccessExperimental test of concrete plate deflection on soft soil improved by prefabricated vertical drain
Author(s) -
Athaya Zhafirah,
S Syahril,
Andri Krisnandi Somantri
Publication year - 2020
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/732/1/012019
Subject(s) - deflection (physics) , consolidation (business) , geotechnical engineering , materials science , compaction , soil water , bearing capacity , composite material , geology , soil science , optics , physics , accounting , business
The low permeability of soft soils results in slow water flows from the consolidation and the low bearing capacity. The soil improvement that can be used is Prefabricated Vertical Drain (PVD). The use of PVD significantly reduces the length of the soil pore drainage pathway, so that it can increase the bearing capacity of the soil due to the compaction process from the release of pore water from the soil. Experimental testing in the laboratory was carried out using a steel box measuring 1000 mm × 1000 mm × 1000 mm. There are three samples, soil without PVD and soil with PVD triangular patterns of distances of 100 mm and 150 mm. Preloading is carried out before loading on the concrete plate. Concrete plates measuring 700 mm × 100 mm × 30 mm and load media are proving rings with a capacity of 10 kN. The load placed in the center, the end, and the edge of the plate. The loading test results on a concrete plate on soil with PVD can reduce deflection that occurs compared to soil without PVD. Deflection reduction is more effective for PVD with a distance of 100 mm.