Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Active and passive earth pressures
This chapter contains sections titled:
General
Assumed apparent cohesion (capillary cohesion) in sand (R 2)
Assumed apparent cohesion (capillary cohesion) in sand (R 3)
Assumed angle of earth pressure and adhesion (R 4)
Determination of the active earth pressure using the CULMANN method (R 171) 32
Determination of active earth pressure in a steep, paved embankment of a partially sloping bank construction (R 198)
Determination of active earth pressure in saturated, non‐ or partially consolidated, soft cohesive soils (R 130)
Effect of artesian water pressure under harbour bottom or river bed on active andpassive earth pressure (R 52)
Use of active earth pressure and water pressure difference, and construction advice for waterfront structures with soil replacement and fouled or disturbed dredge pit bottom (R 110)
Effect of percolating groundwater on water pressure difference, active and passive earth pressures (R 114)
Determining the amount of displacement required for the mobilisation of passiveearth pressure in non‐cohesive soils (R 174)
Measures for increasing the passive earth pressure in front of waterfront structures (R 164)
Passive earth pressure in front of sheet piles in soft cohesive soils, with rapid loading on the land side (R 190)
Effects of earthquakes on the design and dimensioning of waterfront structures(R 124)
Active and passive earth pressures
This chapter contains sections titled:
General
Assumed apparent cohesion (capillary cohesion) in sand (R 2)
Assumed apparent cohesion (capillary cohesion) in sand (R 3)
Assumed angle of earth pressure and adhesion (R 4)
Determination of the active earth pressure using the CULMANN method (R 171) 32
Determination of active earth pressure in a steep, paved embankment of a partially sloping bank construction (R 198)
Determination of active earth pressure in saturated, non‐ or partially consolidated, soft cohesive soils (R 130)
Effect of artesian water pressure under harbour bottom or river bed on active andpassive earth pressure (R 52)
Use of active earth pressure and water pressure difference, and construction advice for waterfront structures with soil replacement and fouled or disturbed dredge pit bottom (R 110)
Effect of percolating groundwater on water pressure difference, active and passive earth pressures (R 114)
Determining the amount of displacement required for the mobilisation of passiveearth pressure in non‐cohesive soils (R 174)
Measures for increasing the passive earth pressure in front of waterfront structures (R 164)
Passive earth pressure in front of sheet piles in soft cohesive soils, with rapid loading on the land side (R 190)
Effects of earthquakes on the design and dimensioning of waterfront structures(R 124)
Active and passive earth pressures
the German Society for Geotechnics (DGGT) (Herausgeber:in)
09.01.2012
36 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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