New and existing components of retaining structures are often combined in the width section. When combining design use requirements new structures, synergistic interactions between working conditions require clarification. In conjunction with an actual project, a sheet pile wall consisting is proposed to retain embankment. Indoor model tests were carried out simulate excavation compaction inves...

First principle calculations were performed to investigate structural, IR, and elastic properties of hydrous ringwoodite and their evolution with pressure up to 36 GPa. Hydrogen defects are introduced by creating Mgor Si-vacancies Mg1.875H0.25SiO4, Mg1.75H0.5SiO4 and Mg2Si0.875H0.5O4. Energy considerations imply that the Mg-vacancy coupled substitution will be the easiest to form, but, in the E...

Stability of soil on the riverbank necessary to considered towards landslide. Especially location in around it commonly have kinds soft and over deformation. The large lateral earth pressure grant influence sheet pile stability. face problem was embankment placed natural soil. It is potentially occur shear failure embankment. Aim study design own bearing capacity order able withhold mainly forc...

Since, sports activities are likely to be changes in various parameters of plantar pressure distribution during walking to create, This study compared patterns of plantar pressure distribution between right and left feet and their relationship with anthropometric parameters. 10 elite wrestler with the average and standard deviation of age: 23.6±3.33 yrs, height: 173.5±7.67 cm and mass: 83.3±21....

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Abstract The determination of the earth pressure coefficients (K) in geotechnical engineering is one most critical procedures designing retaining walls. However, theories are made for either clay or sands, where c-ϕ soils least analysed. In this paper, an analysis drained mixed based Mazindrani and Ganjali (J Geotech Geoenviron Eng 123:110–112, 1997) theory was carried out. Earth generally used...