Results 11 to 20 of about 6,760,865 (281)
Calculation of Displacement-Dependent Active Earth Pressure for Deep Excavations in Soft Soil
Applied Sciences, 2022 In the urban environment, there are strict control requirements for deep foundation pit deformation, resulting in earth pressure on the flexible supports often being in a nonlimiting state.
Nan Lu +3 more
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Rankine Active Earth Pressure of Unsaturated Filling under Earthquake
Applied Sciences, 2023 The pseudo-static method was adopted to expand the application field of classical Rankine soil pressure theory to the circumstance of infinite inclined backfill acting on the retaining wall under earthquakes.
Wei Fang +3 more
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Comparison of several seismic active earth pressure calculation methods for retaining structures
Open GeosciencesEarthquake earth pressure is one of the key parameters for the seismic design of retaining structures. In this work, the seismic earth pressure calculation methods used in the design specifications of retaining walls, bridge abutments, and other ...
Huang Xin +5 more
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Geofluids, 2022 Calculating the earth pressure of the sloping soil having finite width behind the retaining wall is difficult for stability calculation. Thus, a novel method to calculate the active pressure of cohesionless sloping finite soil behind a retaining wall was
Weiwei Wang +4 more
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Study on the Seismic Active Earth Pressure by Variational Limit Equilibrium Method [PDF]
Shock and Vibration, 2016 In the framework of limit equilibrium theory, the isoperimetric model of functional extremum regarding the seismic active earth pressure is deduced according to the variational method.
Jiangong Chen +3 more
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Dynamic active earth pressure on retaining structures
Sadhana, 2006 Earth-retaining structures constitute an important topic of research in civil engineering, more so under earthquake conditions. For the analysis and design of retaining walls in earthquake-prone zones, accurate estimation of dynamic earth pressures is very important.
CHOUDHURY, DEEPANKAR +1 more
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Active and passive earth pressure coefficients by a kinematical approach [PDF]
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 2002 A simple method is proposed for calculating the active and passive earth pressure coefficients in the general case of an inclined wall and a sloping backfill. The approach used is based on rotational log-spiral failure mechanisms in the framework of the upper-bound theorem of limit analysis.
Soubra, Abdul-Hamid, Macuh, B.
openaire +5 more sources
Solution for Active and Passive Earth Pressure on Rigid Retaining Walls with Narrow Backfill
Applied SciencesFor a retaining wall adjacent to rock or rigid structures, existing model test results indicate that the slip soil in the limit state can be approximated as a trapezoidal slip wedge.
Xu Wang +5 more
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Shock and Vibration, 2021 At present, most seismic earth pressure theories have the limitations of complex derivation process and difficult solution. To solve these problems, considering the deflection of small principal stress caused by soil arching effect, the central arc soil ...
Zheng-zhen Wang +3 more
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Orbital dynamics of "smart dust" devices with solar radiation pressure and drag [PDF]
, 2011 This paper investigates how perturbations due to asymmetric solar radiation pressure, in the presence of Earth shadow, and atmospheric drag can be balanced to obtain long-lived Earth centred orbits for swarms of micro-scale 'smart dust' devices, without ...
Colombo, Camilla, McInnes, Colin
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