Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Concrete-pile cutoff wall at the foundation of the rockfill dam of the erevansk hydroelectric plant
Conclusion When there is need for a vertical impervious curtain and it is not possible to construct a grout curtain, the most rational solution is a concrete-pile cutoff.The construction of a concrete-pile cutoff eliminates completely the necessity of carrying out the extremely difficult operations related to support of the trenches, dewatering, formwork, and compaction of the concrete, which are inherent to the construction of other types of vertical curtains.Due to the fact that the volume of drilling for the wells is comparatively small, the soil at the foundation undergoes almost no deterioration.The successful experience in the construction of the concrete-pile cutoff of the dam for the Erevansk hydroelectric project indicates that this installation conforms fully to the corresponding requirements. This type of curtain should be more widely utilized in hydraulic engineering practice. In some cases it may prove more rational to utilize it rather than a blanket.
Concrete-pile cutoff wall at the foundation of the rockfill dam of the erevansk hydroelectric plant
Conclusion When there is need for a vertical impervious curtain and it is not possible to construct a grout curtain, the most rational solution is a concrete-pile cutoff.The construction of a concrete-pile cutoff eliminates completely the necessity of carrying out the extremely difficult operations related to support of the trenches, dewatering, formwork, and compaction of the concrete, which are inherent to the construction of other types of vertical curtains.Due to the fact that the volume of drilling for the wells is comparatively small, the soil at the foundation undergoes almost no deterioration.The successful experience in the construction of the concrete-pile cutoff of the dam for the Erevansk hydroelectric project indicates that this installation conforms fully to the corresponding requirements. This type of curtain should be more widely utilized in hydraulic engineering practice. In some cases it may prove more rational to utilize it rather than a blanket.
Concrete-pile cutoff wall at the foundation of the rockfill dam of the erevansk hydroelectric plant
Choloyan, B. S. (Autor:in)
1968
Aufsatz (Zeitschrift)
Englisch
BKL:
56.30
Wasserbau
Lokalklassifikation TIB:
770/6550/8000
Concrete-pile cutoff wall at the foundation of the rockfill dam of the erevansk hydroelectric plant
Springer Verlag | 1968
|Cutoff wall in the foundation pit of the Lower Kama hydroelectric station
Online Contents | 1973
|Cutoff wall in the foundation pit of the Lower Kama hydroelectric station
Springer Verlag | 1973
|Concrete cutoff wall protects dam foundation from river
Engineering Index Backfile | 1963