Results 21 to 30 of about 1,478,437 (287)
The horizontal differential layer element method was used to study the active earth pressure of the finite-width soil formed by the rigid retaining wall for the embankment or adjacent foundation pits.
Weidong Hu +4 more
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Calculation of Nonlimit Active Earth Pressure against Rigid Retaining Wall Rotating about Base
A retaining wall with sandy fill was considered as the research object in order to study the nonlimiting active earth pressure under the rotation about the base (RB mode).
Zeyue Wang, Xinxi Liu, Weiwei Wang
doaj +1 more source
Spaces for backfills are often constrained and narrowed when retaining walls must be built close to existing stable walls in urban areas or near rock faces in mountainous areas.
Minghui Yang, Bo Deng
doaj +1 more source
rigid retaining wall, earth pressure, model indeterminacy, variational limit equilibrium method
The anchor technology in China's standards has some room for improvement compared with the foreign ones. Based on the latest standards of European Union, USA and Japan, some suggestions are put forward: (1) An anchor structure division method is proposed,
FU Wen-guang 1, HU Jian-lin 2, ZHOU Jian-ming 3
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Soil Arching Behind Retaining Walls under Active Translation Mode: Review and New Insights [PDF]
Granular materials have a tendency to exhibit an arching effect by which the load is transferred from yielding parts to adjacent stationary parts.
Mohammad Hossein Khosravi +3 more
doaj +1 more source
Effects of density of geofoam cushion on seismic performance of the retaining wall: Experimental study [PDF]
In recent years, three important factors have been taken into account in designing safe and useful retaining walls in seismically active regions: cost, environment and earthquake performance.
Edinçliler Ayşe +1 more
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Stability Assessment of Earth Retaining Structures under Static and Seismic Conditions
An accurate estimation of static and seismic earth pressures is extremely important in geotechnical design. The conventional Coulomb’s approach and Mononobe-Okabe’s approach have been widely used in engineering practice.
Sanjay Nimbalkar +3 more
doaj +1 more source
Centrifuge and numerical modelling of twin-propped retaining walls. [PDF]
PhDA series of tests on flexible model diaphragm walls embedded in an overconsolidated clay was carried out at the London Geotechnical Centrifuge Centre.
Richards, David John
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Calculation of earth pressure on rigid retaining wall based on model indeterminacy
The earth pressure on rigid retaining wall considering model indeterminacy is focused. Based on the force equilibrium equations for sliding mass, the functional extreme-value isoperimetric model for earth pressure in the general case is derived ...
CHEN Jian-gong 1, 2, ZHANG Hai-quan 1, 2, XU Ming 3, ZHAO Xin-yao 1, 2, YANG Ze-jun 1, 2
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DETERMINATION OF BEARING CAPACITY FREESTANDING RIGID RETAINING WALL ON THE METHODS OF LIMIT ANALYSIS
The article describes the method of determining the lower bound bearing capacity freestanding rigid retaining wall. This method is based on the extreme properties of strength limit states described in the first theorem of A.A.
Denis Vakhrushev +1 more
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