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Measurements of strut loads in excavation for Oslo technical school
Results of strut loads measurements in excavation in soft clay carried down below critical depth for bottom heave; measurements indicate greater earth pressures than could be calculated from classical earth pressure theory; position of resultant of observed strut loads is much higher than would be expected from theory; redistribution of earth pressure is believed to account for these deviations. (Civ Eng and Bldg Construction Series n 3)
Measurements of strut loads in excavation for Oslo technical school
Results of strut loads measurements in excavation in soft clay carried down below critical depth for bottom heave; measurements indicate greater earth pressures than could be calculated from classical earth pressure theory; position of resultant of observed strut loads is much higher than would be expected from theory; redistribution of earth pressure is believed to account for these deviations. (Civ Eng and Bldg Construction Series n 3)
Measurements of strut loads in excavation for Oslo technical school
Acta Polytechnica Scandinavica
Eide, O. (Autor:in) / Johannessen, I.J. (Autor:in)
1960
14 pages
Aufsatz (Zeitschrift)
Englisch
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Measurements at a strutted excavation, Oslo technical school
TIBKAT | 1962
|Sorkedalsveien 6, Oslo - deep excavation
British Library Conference Proceedings | 2002
|