Method of operational monitoring of the bearing capacity of bases in rammed excavations.
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| Title: | Method of operational monitoring of the bearing capacity of bases in rammed excavations. |
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| Authors: | Bakholdin, B., Sturov, V., Bessonov, V. |
| Source: | Soil Mechanics & Foundation Engineering. Jan1993, Vol. 30 Issue 1, p11-14. 4p. |
| Subjects: | Architectural base design & construction, Excavation (Civil engineering), Building foundations, Statistical correlation, Civil engineering, Earthquake resistant design, Mechanical loads |
| Abstract: | Joint statistical processing of the values of recorded refusals of a ram and results of tests of prepared foundations by impressing loads enabled the authors to establish a correlation between the bearing capacity of foundations in rammed excavations and refusals of a ram at the end of ramming, with fixed values of the heights to which the latter are lifted. The derived correlations can be used to monitor the bearing capacity of foundations in rammed excavations during their construction. [ABSTRACT FROM AUTHOR] |
| Copyright of Soil Mechanics & Foundation Engineering is the property of Springer Nature and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
| FullText | Text: Availability: 0 |
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| Header | DbId: egs DbLabel: Engineering Source An: 71474471 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Method of operational monitoring of the bearing capacity of bases in rammed excavations. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Bakholdin%2C+B%2E%22">Bakholdin, B.</searchLink><br /><searchLink fieldCode="AR" term="%22Sturov%2C+V%2E%22">Sturov, V.</searchLink><br /><searchLink fieldCode="AR" term="%22Bessonov%2C+V%2E%22">Bessonov, V.</searchLink> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Soil+Mechanics+%26+Foundation+Engineering%22">Soil Mechanics & Foundation Engineering</searchLink>. Jan1993, Vol. 30 Issue 1, p11-14. 4p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Architectural+base+design+%26+construction%22">Architectural base design & construction</searchLink><br /><searchLink fieldCode="DE" term="%22Excavation+%28Civil+engineering%29%22">Excavation (Civil engineering)</searchLink><br /><searchLink fieldCode="DE" term="%22Building+foundations%22">Building foundations</searchLink><br /><searchLink fieldCode="DE" term="%22Statistical+correlation%22">Statistical correlation</searchLink><br /><searchLink fieldCode="DE" term="%22Civil+engineering%22">Civil engineering</searchLink><br /><searchLink fieldCode="DE" term="%22Earthquake+resistant+design%22">Earthquake resistant design</searchLink><br /><searchLink fieldCode="DE" term="%22Mechanical+loads%22">Mechanical loads</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: Joint statistical processing of the values of recorded refusals of a ram and results of tests of prepared foundations by impressing loads enabled the authors to establish a correlation between the bearing capacity of foundations in rammed excavations and refusals of a ram at the end of ramming, with fixed values of the heights to which the latter are lifted. The derived correlations can be used to monitor the bearing capacity of foundations in rammed excavations during their construction. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Soil Mechanics & Foundation Engineering is the property of Springer Nature and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
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| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1007/BF01743527 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 4 StartPage: 11 Subjects: – SubjectFull: Architectural base design & construction Type: general – SubjectFull: Excavation (Civil engineering) Type: general – SubjectFull: Building foundations Type: general – SubjectFull: Statistical correlation Type: general – SubjectFull: Civil engineering Type: general – SubjectFull: Earthquake resistant design Type: general – SubjectFull: Mechanical loads Type: general Titles: – TitleFull: Method of operational monitoring of the bearing capacity of bases in rammed excavations. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Bakholdin, B. – PersonEntity: Name: NameFull: Sturov, V. – PersonEntity: Name: NameFull: Bessonov, V. IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 01 Text: Jan1993 Type: published Y: 1993 Identifiers: – Type: issn-print Value: 00380741 Numbering: – Type: volume Value: 30 – Type: issue Value: 1 Titles: – TitleFull: Soil Mechanics & Foundation Engineering Type: main |
| ResultId | 1 |
