This study aims to analyze the deflection behavior of sheet pile through experimental testing and numerical analysis using Finite Element Method (FEM). The Laboratorium scale test on a Tub with length 1500 mm, width 600 height Steel Plate 3.2 mm dimensions 1400 x 590 was used as model wall. subgrade material is clay soil embankment in form Sirtu which passes No. sieve. 40. Physical mechanical g...

Plastic waste is a serious problem for the survival of all creatures on Earth. Recycling one solution to reduce negative impact environmental pollution caused by plastic waste. A lot that pollutes Earth comes from bottle (PET). There had been many studies discussed use (PET); however, this research used (PET) as geocell subgrade reinforcement. To date, still rare. The main purpose study was det...

Abstract In the literature, there are a few analytical methods for evaluating stress induced on CDM column heads and most of them involve use geosynthetics embedded layers, except method ALiCC. However, ALiCC still has some limitations in actual designs. This paper presents numerical analysis (by using Plaxis software) method) influence thickness stiffness SM layer (without layers) settlement i...

Ultimate bearing capacity calculation is one of the most important factor to design foundations in geotechnical engineering. In this paper, ultimate values were calculated with finite element and analytical methods compared. A case study Bozozuk (1972) article used for evaluations. On 30 September 1970, 600-ton weight concrete silo suddenly overturned failure. After failure, in-situ Vane shear ...

Baghdad Metro is a vital project to fulfill the rapidly increased traffic volume requirements. The proposed metro will connect both sides of City, passing under Tigris River. This study employed finite elements software (PLAXIS 3D) evaluate seepage force developed around sub-river segment during different construction stages and for other water levels Tigris. found that when level changes from ...

Abstract Upward ( phase i ) pipe jacking project of hangzhou water intake is near existing bridge foundation and operating tunnel. In order to investigate the influence construction process on structures, Plaxis 2D finite element software was used simulate horizontal vertical displacement structures caused by construction. The calculation results show that: pile nonlinear distribution. There a ...

In this paper, an analytical solution to the problem of interaction a pile-slab foundation with 2-layer elastic soil basement is proposed. A new method was proposed take into account nonlinearity soils in formulation. This consists limiting bearing capacity pile along lateral surface by strength adjacent and redistributing applied load toe. article, comparative analysis formulation numerical si...

Computational modeling plays a significant role in the design of rockfill dams. Various constitutive soil parameters are used to such models, which often involve high uncertainties due complex structure dams comprising various zones different parameters. This study performs an uncertainty analysis and global sensitivity assess effect on behavior dam. A Finite Element code (Plaxis) is utilized f...