The control centers of wind power plants are usually located in coastal tidal flat areas. A thick fill should be placed at the original ground level to ensure that design elevation is maintained above water table. However, filling would cause a long-term settlement and further lead development negative skin friction (NSF) pile foundations for centers. CPTU tests were conducted calibrate soil pr...

Liquefaction-induced surface manifestations are the result of a complex geological–geotechnical phenomenon, driven by several controlling factors. We propose multidisciplinary methodological approach, involving engineering geologists, geomorphologists, sedimentologists, and geotechnical engineers, to build 3D geological model for liquefaction assessment studies. The study area is Cavezzo (Po Pl...

Abstract Understanding the sedimentary facies and their engineering properties in Cimanuk river delta is very important to support regional infrastructure development environmental assessment of north Java coastal area. This research aimed characterize association its geotechnical delta, Indramayu, West Java. Methods included boring Cone Penetration Tests with pore water measurement (CPTu). The...

The bearing capacity of screw cast in situ displacement piles is mostly unexplored. There also insufficient research on silty soils. Therefore, five cone penetration tests (CPT) and one piezocone test (CPTu) using direct methods were utilised to determine the load-bearing four Estonia. In addition CPT sounding data, static-dynamic (SDT) results used analyse load-beating piles. Both deterministi...