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description Publicationkeyboard_double_arrow_right Article 1992Publisher:Springer Science and Business Media LLC Authors: V. M. Tavrizov;V. M. Tavrizov;doi: 10.1007/bf01545328
1. The method described here for later burial (after laying) of tunnels with suction dredges has proved to be quite effective. Despite the wide diversity of conditions affecting burial technology for underwater pipelines (resting on the bottom of waterways or inadequately buried), the technology in question can serve as the basis for pipeline burial with suction dredges under conditions different from those described here. 2. Burial of tunnels that are first laid on the bottom of waterways (before trenching) or that have been inadequately buried is particularly expedient in rivers with unstable channels (e.g., the Amudar'ya and others), where a great deal of time elapses between digging of the trench and lowering the underwater pipeline into it, since the excavation process is strongly dependent on conditions. 3. When a tunnel is buried in the bottom of a waterway by the technology under consideration, the trench volume excavated and hence the amount of material moved is less by a factor of several tens (about 40, judging from foreign experience) than that for a trench dug before the pipeline is laid. This is the main reason why working with suction dredges is comparatively inexpensive.
Hydrotechnical Const... arrow_drop_down Hydrotechnical ConstructionArticle . 1992 . Peer-reviewedLicense: Springer TDMData sources: Crossrefadd ClaimPlease grant OpenAIRE to access and update your ORCID works.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.All Research productsarrow_drop_down <script type="text/javascript"> <!-- document.write('<div id="oa_widget"></div>'); document.write('<script type="text/javascript" src="https://www.openaire.eu/index.php?option=com_openaire&view=widget&format=raw&projectId=10.1007/bf01545328&type=result"></script>'); --> </script>
For further information contact us at helpdesk@openaire.eu0 citations 0 popularity Average influence Average impulse Average Powered by BIP!more_vert Hydrotechnical Const... arrow_drop_down Hydrotechnical ConstructionArticle . 1992 . Peer-reviewedLicense: Springer TDMData sources: Crossrefadd ClaimPlease grant OpenAIRE to access and update your ORCID works.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.All Research productsarrow_drop_down <script type="text/javascript"> <!-- document.write('<div id="oa_widget"></div>'); document.write('<script type="text/javascript" src="https://www.openaire.eu/index.php?option=com_openaire&view=widget&format=raw&projectId=10.1007/bf01545328&type=result"></script>'); --> </script>
For further information contact us at helpdesk@openaire.eudescription Publicationkeyboard_double_arrow_right Article 1979Publisher:Springer Science and Business Media LLC Authors: R. I. Sivko;R. I. Sivko;doi: 10.1007/bf02305194
The use of anchors into a rock foundation of a structure made it possible to shorten the construction time of the structures and reduce their cost; to reduce the size of the excavation, which is quite important when roads and engineering pipelines are nearby; and to provide stability of the structures under conditions where it is difficult or impossible to solve this problem by the traditional method due to the weight of the structure or soil.
Hydrotechnical Const... arrow_drop_down Hydrotechnical ConstructionArticle . 1979 . Peer-reviewedLicense: Springer TDMData sources: Crossrefadd ClaimPlease grant OpenAIRE to access and update your ORCID works.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.All Research productsarrow_drop_down <script type="text/javascript"> <!-- document.write('<div id="oa_widget"></div>'); document.write('<script type="text/javascript" src="https://www.openaire.eu/index.php?option=com_openaire&view=widget&format=raw&projectId=10.1007/bf02305194&type=result"></script>'); --> </script>
For further information contact us at helpdesk@openaire.eu1 citations 1 popularity Average influence Average impulse Average Powered by BIP!more_vert Hydrotechnical Const... arrow_drop_down Hydrotechnical ConstructionArticle . 1979 . Peer-reviewedLicense: Springer TDMData sources: Crossrefadd ClaimPlease grant OpenAIRE to access and update your ORCID works.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.All Research productsarrow_drop_down <script type="text/javascript"> <!-- document.write('<div id="oa_widget"></div>'); document.write('<script type="text/javascript" src="https://www.openaire.eu/index.php?option=com_openaire&view=widget&format=raw&projectId=10.1007/bf02305194&type=result"></script>'); --> </script>
For further information contact us at helpdesk@openaire.eu
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description Publicationkeyboard_double_arrow_right Article 1992Publisher:Springer Science and Business Media LLC Authors: V. M. Tavrizov;V. M. Tavrizov;doi: 10.1007/bf01545328
1. The method described here for later burial (after laying) of tunnels with suction dredges has proved to be quite effective. Despite the wide diversity of conditions affecting burial technology for underwater pipelines (resting on the bottom of waterways or inadequately buried), the technology in question can serve as the basis for pipeline burial with suction dredges under conditions different from those described here. 2. Burial of tunnels that are first laid on the bottom of waterways (before trenching) or that have been inadequately buried is particularly expedient in rivers with unstable channels (e.g., the Amudar'ya and others), where a great deal of time elapses between digging of the trench and lowering the underwater pipeline into it, since the excavation process is strongly dependent on conditions. 3. When a tunnel is buried in the bottom of a waterway by the technology under consideration, the trench volume excavated and hence the amount of material moved is less by a factor of several tens (about 40, judging from foreign experience) than that for a trench dug before the pipeline is laid. This is the main reason why working with suction dredges is comparatively inexpensive.
Hydrotechnical Const... arrow_drop_down Hydrotechnical ConstructionArticle . 1992 . Peer-reviewedLicense: Springer TDMData sources: Crossrefadd ClaimPlease grant OpenAIRE to access and update your ORCID works.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.All Research productsarrow_drop_down <script type="text/javascript"> <!-- document.write('<div id="oa_widget"></div>'); document.write('<script type="text/javascript" src="https://www.openaire.eu/index.php?option=com_openaire&view=widget&format=raw&projectId=10.1007/bf01545328&type=result"></script>'); --> </script>
For further information contact us at helpdesk@openaire.eu0 citations 0 popularity Average influence Average impulse Average Powered by BIP!more_vert Hydrotechnical Const... arrow_drop_down Hydrotechnical ConstructionArticle . 1992 . Peer-reviewedLicense: Springer TDMData sources: Crossrefadd ClaimPlease grant OpenAIRE to access and update your ORCID works.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.All Research productsarrow_drop_down <script type="text/javascript"> <!-- document.write('<div id="oa_widget"></div>'); document.write('<script type="text/javascript" src="https://www.openaire.eu/index.php?option=com_openaire&view=widget&format=raw&projectId=10.1007/bf01545328&type=result"></script>'); --> </script>
For further information contact us at helpdesk@openaire.eudescription Publicationkeyboard_double_arrow_right Article 1979Publisher:Springer Science and Business Media LLC Authors: R. I. Sivko;R. I. Sivko;doi: 10.1007/bf02305194
The use of anchors into a rock foundation of a structure made it possible to shorten the construction time of the structures and reduce their cost; to reduce the size of the excavation, which is quite important when roads and engineering pipelines are nearby; and to provide stability of the structures under conditions where it is difficult or impossible to solve this problem by the traditional method due to the weight of the structure or soil.
Hydrotechnical Const... arrow_drop_down Hydrotechnical ConstructionArticle . 1979 . Peer-reviewedLicense: Springer TDMData sources: Crossrefadd ClaimPlease grant OpenAIRE to access and update your ORCID works.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.All Research productsarrow_drop_down <script type="text/javascript"> <!-- document.write('<div id="oa_widget"></div>'); document.write('<script type="text/javascript" src="https://www.openaire.eu/index.php?option=com_openaire&view=widget&format=raw&projectId=10.1007/bf02305194&type=result"></script>'); --> </script>
For further information contact us at helpdesk@openaire.eu1 citations 1 popularity Average influence Average impulse Average Powered by BIP!more_vert Hydrotechnical Const... arrow_drop_down Hydrotechnical ConstructionArticle . 1979 . Peer-reviewedLicense: Springer TDMData sources: Crossrefadd ClaimPlease grant OpenAIRE to access and update your ORCID works.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.This Research product is the result of merged Research products in OpenAIRE.
You have already added works in your ORCID record related to the merged Research product.All Research productsarrow_drop_down <script type="text/javascript"> <!-- document.write('<div id="oa_widget"></div>'); document.write('<script type="text/javascript" src="https://www.openaire.eu/index.php?option=com_openaire&view=widget&format=raw&projectId=10.1007/bf02305194&type=result"></script>'); --> </script>
For further information contact us at helpdesk@openaire.eu