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Correlation of Compression Modulus of Quaternary Clayey Soils of Various Origins with Specific Resistance During Static Penetration

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Soil Mechanics and Foundation Engineering Aims and scope

The theory of correlation-regression analysis is used for statistical processing of archival survey data, and correlation relationships between the compression modulus based on data derived from plate tests and the specific resistance of the soil beneath of cone of the probe during static penetration are investigated for Quaternary clayey soils of various origin. Results of the study can be used to validate tables in Appendix "H" of Building Code 47.13330.2012.

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References

  1. Building Code 11-105-97. Geologic-Engineering Surveys for Construction. Part I [in Russian].

  2. Building Code 47.13330.2012. Engineering Surveys for Construction. Basic Positions. Updated Edition of Construction Rule and Regulation 11-02-96 [in Russian].

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  5. GOST 20069-81. Soils. Method of Field Testing by Static Penetration [in Russian].

  6. O. I. Ignatov, L. G. Mariupol'skii, and A. Z. Gister, "Evaluation of mechanical soil characteristics based on static penetration," Osn., Fundam. Mekh. Gruntov, No. 4, 21-24 (1990).

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  11. GOST 20522-2012. Soils. Methods for Statistical Processing of Test Results [in Russian].

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Authors and Affiliations

  1. Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia

    O. I. Ignatova

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  1. O. I. Ignatova
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 15-19, March-April, 2014.

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Ignatova, O.I. Correlation of Compression Modulus of Quaternary Clayey Soils of Various Origins with Specific Resistance During Static Penetration. Soil Mech Found Eng 51, 83–88 (2014). https://doi.org/10.1007/s11204-014-9258-8

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  • DOI: https://doi.org/10.1007/s11204-014-9258-8

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