Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Tied-Back Deep Excavations in the Los Angeles Area
Based upon experience, the use of tied-back shoring to restrain a vertical excavation is a feasible and practical alternative to internal bracing. However, to properly restrain the excavation with minimal movements of the embankment, certain design and construction procedures should be observed. The overall stability of the embankment is of the utmost importance. The use of active earth pressures in the design of shoring has proved to be satisfactory. Anchor capacities may be estimated on a theoretical basis. In designing the shoring system, proper attention should be given to resisting the downward component of the anchor load. Adjacent to streets or existing structures, the shoring should be monitored. The success of a shoring job depends to a great measure on the experience of the shoring contractor and quality of workmanship.
Tied-Back Deep Excavations in the Los Angeles Area
Based upon experience, the use of tied-back shoring to restrain a vertical excavation is a feasible and practical alternative to internal bracing. However, to properly restrain the excavation with minimal movements of the embankment, certain design and construction procedures should be observed. The overall stability of the embankment is of the utmost importance. The use of active earth pressures in the design of shoring has proved to be satisfactory. Anchor capacities may be estimated on a theoretical basis. In designing the shoring system, proper attention should be given to resisting the downward component of the anchor load. Adjacent to streets or existing structures, the shoring should be monitored. The success of a shoring job depends to a great measure on the experience of the shoring contractor and quality of workmanship.
Tied-Back Deep Excavations in the Los Angeles Area
Maljian, Perry A. (Autor:in) / Van Beveren, James L. (Autor:in)
Journal of the Construction Division ; 100 ; 337-356
01.01.2021
201974-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Tied-Back Excavations in Alluvial Soil of Taipei
| British Library Online Contents | 2002
Tied-Back Excavations in Alluvial Soil of Taipei
| Online Contents | 2002
Panel discussion: Limit analyses of braced and tied-back excavations in clay
| British Library Conference Proceedings | 1997