نتایج جستجو برای: lateral earth pressure

تعداد نتایج: 614977  

Journal: :Journal of Infrastructure and Civil Engineering 2022

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...

Raghad Memar, Shiva Noori,

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....

2012
S. BAISHYA

Evaluation of active earth pressure in seismic condition is one of the important problems of geotechnical earthquake engineering. In this study the static and seismic active earth pressure exerted by a homogeneous backfill behind a rigid retaining wall is evaluated using Horizontal Slice Method (HSM). Both cohesionless and cohesive soils are considered using c- soil in the formulation. The fai...

Journal: :نشریه مهندسی عمران و نقشه برداری 0
سیّد مجدالدین میرمحمّدحسینی دانشگاه صنعتی امیرکبیر مسعود شریف زاده اصلی دانشگاه صنعتی امیرکبیر

0

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه تهران 1386

چکیده ندارد.

M. Dardel M. Esmaeil-Dokht M.H. Ghasemi R.A. Alashti,

Buckling analysis of thin cylindrical shells is very important due to their production process.  Usually longitudinal and transversal stiffeners are used to increase the buckling stiffness. In this paper, considering a thin cylindrical shell with longitudinal and transversal ribs subjected to axial force and lateral pressure, the influence of different aspect of axial force to lateral pressure ...

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