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  • 1
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    Numerical method to determine soil stiffness by cyclic load (2012)
    Springer
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    Publication Date: 2012-03-15
    Description: It is demonstrated that bed stiffnesses obtained by processing results of cyclic tests by the method of rapid Fourier transforms (WAK test) and numerical calculation, are rather approximate. Results of this investigation can be used for cyclic tests of a model in a centrifuge (during repeated loadings) for comparison with the (static) stiffness of the soil as determined from WAK-test data. Content Type Journal Article Category Earthquake-Resistant Construction Pages 1-6 DOI 10.1007/s11204-012-9157-9 Authors M. Parvizi, School of Engineering, University of Yasuj, Yasuj, Iran M. A. Qafari, School of Engineering, University of Yasuj, Yasuj, Iran Journal Soil Mechanics and Foundation Engineering Online ISSN 1573-9279 Print ISSN 0038-0741
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    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 2
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    Analysis of the settlement of pile foundations under soil conditions of Astana (2012)
    Springer
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    Publication Date: 2012-09-22
    Description: Determination of the compression modulus E of the soil in the bed of large-dimension foundations is examined in examples of high-rise buildings on a pile base in Astana. Content Type Journal Article Category Design Pages 1-6 DOI 10.1007/s11204-012-9174-8 Authors A. Zh. Zhusupbekov, L. N. Gumilev Eurasian National University, Astana, Kazakhstan S. B. Enkebaev, L. N. Gumilev Eurasian National University, Astana, Kazakhstan R. E. Lukpanov, L. N. Gumilev Eurasian National University, Astana, Kazakhstan A. S. Tulebekova, L. N. Gumilev Eurasian National University, Astana, Kazakhstan Journal Soil Mechanics and Foundation Engineering Online ISSN 1573-9279 Print ISSN 0038-0741
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    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 3
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    Analysis of regulatory base for design of dynamically loaded machine foundations and updating of construction rule and regulation 2.02.05-87 (2012)
    Springer
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    Publication Date: 2012-10-23
    Description: The possibility of updating an effective Construction Rules and Regulation is demonstrated on the basis of analysis of the history of development of domestic norms, and comparison of domestic and foreign approaches to standardization in the design of dynamically loaded machine foundations, and results of study are described. Content Type Journal Article Category Discussion of Construction Rules and Regulations Pages 1-4 DOI 10.1007/s11204-012-9183-7 Authors V. P. Petrukhin, N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia I. V. Kolybin, N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia V. I. Sheinin, N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia M. L. Kholmyanskii, N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia Journal Soil Mechanics and Foundation Engineering Online ISSN 1573-9279 Print ISSN 0038-0741
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    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 4
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    Feasibility of pile-shell foundations with prestressed soil beds (2012)
    Springer
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    Publication Date: 2012-10-23
    Description: Interaction between a large-scale model of a combined pile-shell foundation with a clayey soil bed is examined under field conditions. The influence exerted on the change in the stress-strain state of the soil bed by prestressing of the soil after pressing of the under-shell space and an increase in external load is described Content Type Journal Article Category Soil Mechanics Pages 1-5 DOI 10.1007/s11204-012-9178-4 Authors Z. G. Ter-Martirosyan, Moscow State Civil-Engineering University, Moscow, Russia Ya. A. Pronozin, Moscow State Civil-Engineering University, Moscow, Russia M. A. Stepanov, Moscow State Civil-Engineering University, Moscow, Russia Journal Soil Mechanics and Foundation Engineering Online ISSN 1573-9279 Print ISSN 0038-0741
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    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 5
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    Use of ultrasonic-test data for quality and strength evaluation of concrete (2012)
    Springer
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    Publication Date: 2012-10-23
    Description: A procedure and results of studies conducted by the N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures to evaluate the uniformity and quality of concrete in experimental barrette foundations on the ODTs project “Okhta” are described. The curves obtained for the dependence of the strength of concrete on depth made it possible to assess the uniformity of the concrete in the barrette foundations, and obtain verified assessments of the strength class of the concrete. Content Type Journal Article Pages 1-8 DOI 10.1007/s11204-012-9179-3 Authors V. I. Sheinin, N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia A. M. Dzagov, N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia D. I. Blokhin, N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia A. L. Smilyanskii, N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia Journal Soil Mechanics and Foundation Engineering Online ISSN 1573-9279 Print ISSN 0038-0741
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    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 6
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    A theoretical comparison study between BS and DIN concerning CD triaxial tests (2012)
    Springer
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    Publication Date: 2012-04-16
    Description: During the development of international projects, it is possible that client and contractor work according to different standards. The aim of this brief report is to list the most important differences between the British Standards and the Deutsches Insitut für Normung, better known as BS and DIN respectively. Only the standards for triaxial tests for consolidated-drained conditions are compared. Content Type Journal Article Category Construction Rules and Regulations Pages 1-6 DOI 10.1007/s11204-012-9162-z Authors G. Spagnoli, Fugro Consult GmbH, Pfungstadt, Germany Journal Soil Mechanics and Foundation Engineering Online ISSN 1573-9279 Print ISSN 0038-0741
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    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 7
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    Influence of modern stabilizers on improved properties of clayey soils (2012)
    Springer
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    Publication Date: 2012-04-16
    Description: Methods of improving the properties of clayey soils with modern stabilizers are presented for their use as bases and a construction material in transportation construction. The properties and parameters of clayey soils treated with a stabilizer are examined. Content Type Journal Article Category Technology and Work Production Pages 1-4 DOI 10.1007/s11204-012-9160-1 Authors R. G. Kochetkova, Moscow Automobile and Highway Institute, Moscow, Russia Journal Soil Mechanics and Foundation Engineering Online ISSN 1573-9279 Print ISSN 0038-0741
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    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 8
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    Calculation of limiting horizontal load on piles-columns based on cone-penetration data (2012)
    Springer
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    Publication Date: 2012-04-16
    Description: Results of field tests confirming the correlation relation between the limiting load on a pile-column and the specific resistance of the soil beneath the cone of the probe are presented. A formula is proposed for determination of the limiting horizontal load based on the average specific resistance of the soil beneath the cone. The accuracy of the proposed method is determined. Content Type Journal Article Category Design Pages 1-5 DOI 10.1007/s11204-012-9158-8 Authors B. V. Goncharov, Ufa State Petroleum Technological University, Ufa, Russia O. V. Galimnurova, Ufa State Petroleum Technological University, Ufa, Russia I. I. Khabibullin, Ufa State Petroleum Technological University, Ufa, Russia Journal Soil Mechanics and Foundation Engineering Online ISSN 1573-9279 Print ISSN 0038-0741
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    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 9
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    Determination of optimal shape and dimensions of the lower surface of eccentrially loaded shallow foundations (2012)
    Springer
    Details
    Publication Date: 2012-04-16
    Description: A design is proposed for foundations with incomplete contact between the lower surface and bed, which function without separation of the lower surface and with limited pressures on the bed subject to a unidirectional moment. Analysis of foundations with circular and annular lower surfaces is defined more precisely. Content Type Journal Article Pages 1-6 DOI 10.1007/s11204-012-9159-7 Authors V. S. Rybin, Privately owned joint-stock company Kapstroiproekt, Moscow, Russia L. V. Rybina, Privately owned joint-stock company Kapstroiproekt, Moscow, Russia Journal Soil Mechanics and Foundation Engineering Online ISSN 1573-9279 Print ISSN 0038-0741
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    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 10
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    Prospects for earthquake-protective shielding of soil beds of buildings and structures (2012)
    Springer
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    Publication Date: 2012-04-16
    Description: General approaches to and premises for the development and effectiveness assessment of earthquake protection, including promising use of shielding against all forms of seismic waves, are examined. Content Type Journal Article Category Discussions Pages 1-6 DOI 10.1007/s11204-012-9163-y Authors Ya. L. Krantsfel’d, OOO Khar’kov Design and Construction Instiute, TeploelektroproektSOYuZ, Khar’kov, Ukraine Journal Soil Mechanics and Foundation Engineering Online ISSN 1573-9279 Print ISSN 0038-0741
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    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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