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Ammonia as a parameter shaping habitability on icy moons. [PDF]
FEMS MicrobesHopton CM, Cockell CS.
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Extreme Arabian environments and their microbiomes: new frontiers for astrobiology and biosignature discovery. [PDF]
ExtremophilesSchultz J +5 more
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Challenges and Initiatives to Operationalize the Planetary Boundaries for Novel Entities. [PDF]
Environ Sci TechnolSmit M +4 more
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Mechanical behavior of Port Basin Bulkheads Reinforced with novel multi-anchored sheet piles. [PDF]
PLoS OneGao J +5 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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Nature, 1964
AN earth pressure cell is being developed at the Road Research Laboratory for the measurement of static or slowly changing stresses in sub-soils beneath road embankments. The measurement of earth pressures is one of the most difficult site measurements in soil mechanics, and as a result of this many workers1–8 have devised earth pressure cells for ...
G. MARGASON, M. J. IRWIN
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AN earth pressure cell is being developed at the Road Research Laboratory for the measurement of static or slowly changing stresses in sub-soils beneath road embankments. The measurement of earth pressures is one of the most difficult site measurements in soil mechanics, and as a result of this many workers1–8 have devised earth pressure cells for ...
G. MARGASON, M. J. IRWIN
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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
openaire +1 more source