Construction of impervious membrane elements for dams and cofferdams
Conclusions 1. The diversity of the specific construction conditions of impervious membrane elements raises many problems which call for additional investigation. Special attention should be focused on the creation of simpler systems, the improvement of their reliability, and the justification of th...
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| Autor*in: |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
1973 |
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| Umfang: |
4 |
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| Reproduktion: |
Springer Online Journal Archives 1860-2002 |
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| Übergeordnetes Werk: |
in: Power technology and engineering - 1967, 7(1973) vom: Mai, Seite 462-465 |
| Übergeordnetes Werk: |
volume:7 ; year:1973 ; month:05 ; pages:462-465 ; extent:4 |
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| 520 | |a Conclusions 1. The diversity of the specific construction conditions of impervious membrane elements raises many problems which call for additional investigation. Special attention should be focused on the creation of simpler systems, the improvement of their reliability, and the justification of the durability of the membrane materials. 2. The required simplicity, technical advantages, and reliability of membrane system should be obtained, in particular, through the use of gravel soils in the protective and underlying layers, mechanized placing of these soils, use of other methods than fusion for joining the membranes at the construction site, and imparting convexity into the membrane cover at the places of contact with the banks and the concrete structure as well as over the entire cover area. 3. When the soil is placed by mechanical means, the thickness of the protective layer for a facing on gravelsand or pebbly soil should not be less than 1.0 m and the size of the particles in the underlying layer should be 20–40 mm. 4. A facing made from polymer sheets placed with 0.5–1-moverlaps is equivalent to a clay or loam facing, from the permeability standpoint. | ||
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(DE-627)NLEJ190726326 DE-627 ger DE-627 rakwb eng Construction of impervious membrane elements for dams and cofferdams 1973 4 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Conclusions 1. The diversity of the specific construction conditions of impervious membrane elements raises many problems which call for additional investigation. Special attention should be focused on the creation of simpler systems, the improvement of their reliability, and the justification of the durability of the membrane materials. 2. The required simplicity, technical advantages, and reliability of membrane system should be obtained, in particular, through the use of gravel soils in the protective and underlying layers, mechanized placing of these soils, use of other methods than fusion for joining the membranes at the construction site, and imparting convexity into the membrane cover at the places of contact with the banks and the concrete structure as well as over the entire cover area. 3. When the soil is placed by mechanical means, the thickness of the protective layer for a facing on gravelsand or pebbly soil should not be less than 1.0 m and the size of the particles in the underlying layer should be 20–40 mm. 4. A facing made from polymer sheets placed with 0.5–1-moverlaps is equivalent to a clay or loam facing, from the permeability standpoint. Springer Online Journal Archives 1860-2002 Glebov, V. D. oth Lysenko, V. P. oth in Power technology and engineering 1967 7(1973) vom: Mai, Seite 462-465 (DE-627)NLEJ188988483 (DE-600)2037320-X 1570-1468 nnns volume:7 year:1973 month:05 pages:462-465 extent:4 http://dx.doi.org/10.1007/BF02376349 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 7 1973 5 462-465 4 |
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(DE-627)NLEJ190726326 DE-627 ger DE-627 rakwb eng Construction of impervious membrane elements for dams and cofferdams 1973 4 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Conclusions 1. The diversity of the specific construction conditions of impervious membrane elements raises many problems which call for additional investigation. Special attention should be focused on the creation of simpler systems, the improvement of their reliability, and the justification of the durability of the membrane materials. 2. The required simplicity, technical advantages, and reliability of membrane system should be obtained, in particular, through the use of gravel soils in the protective and underlying layers, mechanized placing of these soils, use of other methods than fusion for joining the membranes at the construction site, and imparting convexity into the membrane cover at the places of contact with the banks and the concrete structure as well as over the entire cover area. 3. When the soil is placed by mechanical means, the thickness of the protective layer for a facing on gravelsand or pebbly soil should not be less than 1.0 m and the size of the particles in the underlying layer should be 20–40 mm. 4. A facing made from polymer sheets placed with 0.5–1-moverlaps is equivalent to a clay or loam facing, from the permeability standpoint. Springer Online Journal Archives 1860-2002 Glebov, V. D. oth Lysenko, V. P. oth in Power technology and engineering 1967 7(1973) vom: Mai, Seite 462-465 (DE-627)NLEJ188988483 (DE-600)2037320-X 1570-1468 nnns volume:7 year:1973 month:05 pages:462-465 extent:4 http://dx.doi.org/10.1007/BF02376349 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 7 1973 5 462-465 4 |
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(DE-627)NLEJ190726326 DE-627 ger DE-627 rakwb eng Construction of impervious membrane elements for dams and cofferdams 1973 4 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Conclusions 1. The diversity of the specific construction conditions of impervious membrane elements raises many problems which call for additional investigation. Special attention should be focused on the creation of simpler systems, the improvement of their reliability, and the justification of the durability of the membrane materials. 2. The required simplicity, technical advantages, and reliability of membrane system should be obtained, in particular, through the use of gravel soils in the protective and underlying layers, mechanized placing of these soils, use of other methods than fusion for joining the membranes at the construction site, and imparting convexity into the membrane cover at the places of contact with the banks and the concrete structure as well as over the entire cover area. 3. When the soil is placed by mechanical means, the thickness of the protective layer for a facing on gravelsand or pebbly soil should not be less than 1.0 m and the size of the particles in the underlying layer should be 20–40 mm. 4. A facing made from polymer sheets placed with 0.5–1-moverlaps is equivalent to a clay or loam facing, from the permeability standpoint. Springer Online Journal Archives 1860-2002 Glebov, V. D. oth Lysenko, V. P. oth in Power technology and engineering 1967 7(1973) vom: Mai, Seite 462-465 (DE-627)NLEJ188988483 (DE-600)2037320-X 1570-1468 nnns volume:7 year:1973 month:05 pages:462-465 extent:4 http://dx.doi.org/10.1007/BF02376349 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 7 1973 5 462-465 4 |
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(DE-627)NLEJ190726326 DE-627 ger DE-627 rakwb eng Construction of impervious membrane elements for dams and cofferdams 1973 4 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Conclusions 1. The diversity of the specific construction conditions of impervious membrane elements raises many problems which call for additional investigation. Special attention should be focused on the creation of simpler systems, the improvement of their reliability, and the justification of the durability of the membrane materials. 2. The required simplicity, technical advantages, and reliability of membrane system should be obtained, in particular, through the use of gravel soils in the protective and underlying layers, mechanized placing of these soils, use of other methods than fusion for joining the membranes at the construction site, and imparting convexity into the membrane cover at the places of contact with the banks and the concrete structure as well as over the entire cover area. 3. When the soil is placed by mechanical means, the thickness of the protective layer for a facing on gravelsand or pebbly soil should not be less than 1.0 m and the size of the particles in the underlying layer should be 20–40 mm. 4. A facing made from polymer sheets placed with 0.5–1-moverlaps is equivalent to a clay or loam facing, from the permeability standpoint. Springer Online Journal Archives 1860-2002 Glebov, V. D. oth Lysenko, V. P. oth in Power technology and engineering 1967 7(1973) vom: Mai, Seite 462-465 (DE-627)NLEJ188988483 (DE-600)2037320-X 1570-1468 nnns volume:7 year:1973 month:05 pages:462-465 extent:4 http://dx.doi.org/10.1007/BF02376349 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 7 1973 5 462-465 4 |
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(DE-627)NLEJ190726326 DE-627 ger DE-627 rakwb eng Construction of impervious membrane elements for dams and cofferdams 1973 4 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Conclusions 1. The diversity of the specific construction conditions of impervious membrane elements raises many problems which call for additional investigation. Special attention should be focused on the creation of simpler systems, the improvement of their reliability, and the justification of the durability of the membrane materials. 2. The required simplicity, technical advantages, and reliability of membrane system should be obtained, in particular, through the use of gravel soils in the protective and underlying layers, mechanized placing of these soils, use of other methods than fusion for joining the membranes at the construction site, and imparting convexity into the membrane cover at the places of contact with the banks and the concrete structure as well as over the entire cover area. 3. When the soil is placed by mechanical means, the thickness of the protective layer for a facing on gravelsand or pebbly soil should not be less than 1.0 m and the size of the particles in the underlying layer should be 20–40 mm. 4. A facing made from polymer sheets placed with 0.5–1-moverlaps is equivalent to a clay or loam facing, from the permeability standpoint. Springer Online Journal Archives 1860-2002 Glebov, V. D. oth Lysenko, V. P. oth in Power technology and engineering 1967 7(1973) vom: Mai, Seite 462-465 (DE-627)NLEJ188988483 (DE-600)2037320-X 1570-1468 nnns volume:7 year:1973 month:05 pages:462-465 extent:4 http://dx.doi.org/10.1007/BF02376349 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 7 1973 5 462-465 4 |
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in Power technology and engineering 7(1973) vom: Mai, Seite 462-465 volume:7 year:1973 month:05 pages:462-465 extent:4 |
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Construction of impervious membrane elements for dams and cofferdams |
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Conclusions 1. The diversity of the specific construction conditions of impervious membrane elements raises many problems which call for additional investigation. Special attention should be focused on the creation of simpler systems, the improvement of their reliability, and the justification of the durability of the membrane materials. 2. The required simplicity, technical advantages, and reliability of membrane system should be obtained, in particular, through the use of gravel soils in the protective and underlying layers, mechanized placing of these soils, use of other methods than fusion for joining the membranes at the construction site, and imparting convexity into the membrane cover at the places of contact with the banks and the concrete structure as well as over the entire cover area. 3. When the soil is placed by mechanical means, the thickness of the protective layer for a facing on gravelsand or pebbly soil should not be less than 1.0 m and the size of the particles in the underlying layer should be 20–40 mm. 4. A facing made from polymer sheets placed with 0.5–1-moverlaps is equivalent to a clay or loam facing, from the permeability standpoint. |
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Conclusions 1. The diversity of the specific construction conditions of impervious membrane elements raises many problems which call for additional investigation. Special attention should be focused on the creation of simpler systems, the improvement of their reliability, and the justification of the durability of the membrane materials. 2. The required simplicity, technical advantages, and reliability of membrane system should be obtained, in particular, through the use of gravel soils in the protective and underlying layers, mechanized placing of these soils, use of other methods than fusion for joining the membranes at the construction site, and imparting convexity into the membrane cover at the places of contact with the banks and the concrete structure as well as over the entire cover area. 3. When the soil is placed by mechanical means, the thickness of the protective layer for a facing on gravelsand or pebbly soil should not be less than 1.0 m and the size of the particles in the underlying layer should be 20–40 mm. 4. A facing made from polymer sheets placed with 0.5–1-moverlaps is equivalent to a clay or loam facing, from the permeability standpoint. |
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Conclusions 1. The diversity of the specific construction conditions of impervious membrane elements raises many problems which call for additional investigation. Special attention should be focused on the creation of simpler systems, the improvement of their reliability, and the justification of the durability of the membrane materials. 2. The required simplicity, technical advantages, and reliability of membrane system should be obtained, in particular, through the use of gravel soils in the protective and underlying layers, mechanized placing of these soils, use of other methods than fusion for joining the membranes at the construction site, and imparting convexity into the membrane cover at the places of contact with the banks and the concrete structure as well as over the entire cover area. 3. When the soil is placed by mechanical means, the thickness of the protective layer for a facing on gravelsand or pebbly soil should not be less than 1.0 m and the size of the particles in the underlying layer should be 20–40 mm. 4. A facing made from polymer sheets placed with 0.5–1-moverlaps is equivalent to a clay or loam facing, from the permeability standpoint. |
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