Failure analysis of the granite for a dam foundation
This paper presents the numerical and experimental investigation of a dam foundation. The site consists of granite and especially weathered granite. Numerical and analytical analyses have been conducted to evaluate suitability of the granite for a dam foundation. Mohr–Coulomb failure criterion has b...
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| Veröffentlicht in: | Environmental earth sciences 2008-05, Vol.54 (6), p.1165-1173 |
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| creator | Arslan, Haydar Rosassanchez, Leonardo |
| description | This paper presents the numerical and experimental investigation of a dam foundation. The site consists of granite and especially weathered granite. Numerical and analytical analyses have been conducted to evaluate suitability of the granite for a dam foundation. Mohr–Coulomb failure criterion has been used to calculate the compressive strength of the rock mass. Finite element implementation of Mohr–Coulomb criterion has been used for deformation and settlement analysis. Packer testing and in-situ estimation of rock mass deformability using the Goodman jack have been performed. The results of the evaluations show that very small normal and differential settlements can be expected in structural regions due to dam construction, and the compacted concrete dam can safely be constructed on either the competent granite or the weathered granite. However, the dam foundation on the weathered granite has high conductivity potential problems for the reservoir. |
| doi_str_mv | 10.1007/s00254-007-0885-5 |
| format | Article |
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The site consists of granite and especially weathered granite. Numerical and analytical analyses have been conducted to evaluate suitability of the granite for a dam foundation. Mohr–Coulomb failure criterion has been used to calculate the compressive strength of the rock mass. Finite element implementation of Mohr–Coulomb criterion has been used for deformation and settlement analysis. Packer testing and in-situ estimation of rock mass deformability using the Goodman jack have been performed. The results of the evaluations show that very small normal and differential settlements can be expected in structural regions due to dam construction, and the compacted concrete dam can safely be constructed on either the competent granite or the weathered granite. However, the dam foundation on the weathered granite has high conductivity potential problems for the reservoir.</description><identifier>ISSN: 0943-0105</identifier><identifier>ISSN: 1866-6280</identifier><identifier>EISSN: 1432-0495</identifier><identifier>EISSN: 1866-6299</identifier><identifier>DOI: 10.1007/s00254-007-0885-5</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer-Verlag</publisher><subject>Concrete dams ; Dam construction ; Dams ; Detention dams ; Earth and Environmental Science ; Earth Sciences ; Earth, ocean, space ; Engineering and environment geology. 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The site consists of granite and especially weathered granite. Numerical and analytical analyses have been conducted to evaluate suitability of the granite for a dam foundation. Mohr–Coulomb failure criterion has been used to calculate the compressive strength of the rock mass. Finite element implementation of Mohr–Coulomb criterion has been used for deformation and settlement analysis. Packer testing and in-situ estimation of rock mass deformability using the Goodman jack have been performed. The results of the evaluations show that very small normal and differential settlements can be expected in structural regions due to dam construction, and the compacted concrete dam can safely be constructed on either the competent granite or the weathered granite. However, the dam foundation on the weathered granite has high conductivity potential problems for the reservoir.</description><subject>Concrete dams</subject><subject>Dam construction</subject><subject>Dams</subject><subject>Detention dams</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Earth, ocean, space</subject><subject>Engineering and environment geology. Geothermics</subject><subject>Engineering geology</subject><subject>Environmental geology</subject><subject>Exact sciences and technology</subject><subject>Failure analysis</subject><subject>Geology</subject><subject>Granite</subject><subject>Original Article</subject><subject>Rocks</subject><subject>Studies</subject><issn>0943-0105</issn><issn>1866-6280</issn><issn>1432-0495</issn><issn>1866-6299</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2008</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNqFkEtLxDAUhYMoOD5-gLsi6C56806WMjgqDLjRdUjbZOzQacekXcy_N0MHBUFc3QP3O4d7D0JXBO4IgLpPAFRwnCUGrQUWR2hGOKMYuBHHaAaGMwwExCk6S2kNAIYqM0N84Zp2jL5wnWt3qUlFH4rhwxer6Lpm8EXoY-GK2m2yGrvaDU3fXaCT4NrkLw_zHL0vHt_mz3j5-vQyf1hixxkMWAaiSwAOujJEVxJELXXpufAanC5VWUlVV1IqpWTtDYSahJKUnHHpWKglO0e3U-429p-jT4PdNKnybes634_JUkKNoEr_CxKuOWXSZPD6F7jux5hf34eB5lwQlSEyQVXsU4o-2G1sNi7uLAG7b9tObdu93LdtRfbcHIJdqlwbcntVk76NFJhgRrPM0YlLedWtfPw54O_wLwTDjKE</recordid><startdate>20080501</startdate><enddate>20080501</enddate><creator>Arslan, Haydar</creator><creator>Rosassanchez, Leonardo</creator><general>Springer-Verlag</general><general>Springer</general><general>Springer Nature B.V</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>7XB</scope><scope>88I</scope><scope>8FK</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KL.</scope><scope>L.G</scope><scope>M2P</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PYCSY</scope><scope>Q9U</scope><scope>SOI</scope></search><sort><creationdate>20080501</creationdate><title>Failure analysis of the granite for a dam foundation</title><author>Arslan, Haydar ; Rosassanchez, Leonardo</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a430t-6f18b00408c918c605d68be45e80a8b7bc67dc667776de90fd1fb1b4346a3fd63</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2008</creationdate><topic>Concrete dams</topic><topic>Dam construction</topic><topic>Dams</topic><topic>Detention dams</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Earth, ocean, space</topic><topic>Engineering and environment geology. Geothermics</topic><topic>Engineering geology</topic><topic>Environmental geology</topic><topic>Exact sciences and technology</topic><topic>Failure analysis</topic><topic>Geology</topic><topic>Granite</topic><topic>Original Article</topic><topic>Rocks</topic><topic>Studies</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Arslan, Haydar</creatorcontrib><creatorcontrib>Rosassanchez, Leonardo</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>ProQuest Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection (Proquest) (PQ_SDU_P3)</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Science Journals</collection><collection>Environmental Science Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Environmental Science Collection</collection><collection>ProQuest Central Basic</collection><collection>Environment Abstracts</collection><jtitle>Environmental earth sciences</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Arslan, Haydar</au><au>Rosassanchez, Leonardo</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Failure analysis of the granite for a dam foundation</atitle><jtitle>Environmental earth sciences</jtitle><stitle>Environ Geol</stitle><date>2008-05-01</date><risdate>2008</risdate><volume>54</volume><issue>6</issue><spage>1165</spage><epage>1173</epage><pages>1165-1173</pages><issn>0943-0105</issn><issn>1866-6280</issn><eissn>1432-0495</eissn><eissn>1866-6299</eissn><abstract>This paper presents the numerical and experimental investigation of a dam foundation. The site consists of granite and especially weathered granite. Numerical and analytical analyses have been conducted to evaluate suitability of the granite for a dam foundation. Mohr–Coulomb failure criterion has been used to calculate the compressive strength of the rock mass. Finite element implementation of Mohr–Coulomb criterion has been used for deformation and settlement analysis. Packer testing and in-situ estimation of rock mass deformability using the Goodman jack have been performed. The results of the evaluations show that very small normal and differential settlements can be expected in structural regions due to dam construction, and the compacted concrete dam can safely be constructed on either the competent granite or the weathered granite. However, the dam foundation on the weathered granite has high conductivity potential problems for the reservoir.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer-Verlag</pub><doi>10.1007/s00254-007-0885-5</doi><tpages>9</tpages></addata></record> |
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| subjects | Concrete dams Dam construction Dams Detention dams Earth and Environmental Science Earth Sciences Earth, ocean, space Engineering and environment geology. Geothermics Engineering geology Environmental geology Exact sciences and technology Failure analysis Geology Granite Original Article Rocks Studies |
| title | Failure analysis of the granite for a dam foundation |
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