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Hidden pressure-stabilized lead reservoirs in Earth's mantle. [PDF]
Nat CommunLiu S, Guo M, Yu S, Redfern SAT.
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Hydrogen in the Earth core inferred from neutron imaging and diffraction. [PDF]
Sci RepTakahashi N +7 more
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Earth pressure prediction in the chamber for earth pressure balanced shield machines
International Journal of Computer Applications in Technology, 2018Earth pressure balanced (EPB) shield machines are large and complex mechanical systems and have been widely applied to tunnel projects. The earth pressure in the chamber is very important for EPB shield machines to avoid ground settlement and guarantee safe construction during the tunnelling process.
Yi An +3 more
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1983
This chapter deals with the magnitude and distribution of lateral pressure between a soil mass and an adjoining retaining structure. Conditions of plane strain are assumed, i.e. strains in the longitudinal direction of the structure are assumed to be zero.
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This chapter deals with the magnitude and distribution of lateral pressure between a soil mass and an adjoining retaining structure. Conditions of plane strain are assumed, i.e. strains in the longitudinal direction of the structure are assumed to be zero.
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Dynamic earth pressures and earth pressure cell measurements
2010Failure of retaining walls is observed after many recent seismic events. Design of these walls are based on the pseudo-static force designs based on the Mononobe-Okabe earth pressure coefficient equations. However, it is clear that there are limitations attached with this approach.
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1994
In Section 8.22, we showed that, for material stability, the lateral pressure in the soil may have any value between the maximum or passive pressure p p and the minimum or active pressure p a , the actual value depending on the lateral strains. The condition of zero lateral strain is of particular interest, since it closely approximates to the state of
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In Section 8.22, we showed that, for material stability, the lateral pressure in the soil may have any value between the maximum or passive pressure p p and the minimum or active pressure p a , the actual value depending on the lateral strains. The condition of zero lateral strain is of particular interest, since it closely approximates to the state of
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CORRESPONDENCE. EARTH PRESSURE AND EARTH RESISTANCE.
Journal of the Institution of Civil Engineers, 1946S PACKSHAW +5 more
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EARTH PRESSURE AND EARTH RESISTANCE.
Journal of the Institution of Civil Engineers, 1946openaire +1 more source