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...

Analysis of pile bearing capacity is an important task in the investigation soil-structure interaction. The paper dedicated to prediction methods for calculation based on cone penetration test (CPTu) results, namely UniCone method, Laboratoire Central des Ponts et Chaussées method (LCPC), and involved Eurocode 7—2. A set CFA piles was tested obtain reference capacity. ability determine investig...

Piezocone penetration tests with dissipation phases are particularly useful for geotechnical site characterization. They also provide three independent readings with depth from a single sounding as well as time-rate information. In past investigations, only silty sands with specific silt content have been tested and complete sets of tests have not been conducted to evaluate the influence of dif...

The lower Cimanuk catchment area which will be developed as industrial is dominated by Quaternary deposits are susceptible againts liquefaction if large earthquakes occurred. presence of Subang, Cirebon 1 and 2 active fault segments trigger earthquake potentially liquefaction. This study aims to characterize the type sedimentary facies induced hazard in area, Indramayu, West Java. research meth...