Issue 16 (3) 2017 pp. 69-79
Paweł Galas, Zbigniew Lechowicz
EVALUATION OF SELECTED GEOTECHNICAL PARAMETERS OF PRECONSOLIDATED COHESIVE SOILS BASED ON SDMT
Keywords: seismic flat dilatometer, preconsolidated cohesive soils, soil stiffness, initial shear modulus
The paper presents seismic flat dilatometer tests (SDMT) results carried out at selected test sites located in
Warsaw. The primary focus has been given to analysis of preconsolidated cohesive soils. Both, in situ, as
well as, laboratory test results are presented and discussed. The paper briefly presents soil conditions at each
test site, and describes the test carried out. Based on the comparison of the results of laboratory tests with the
results of the SDMT, an assessment of the use of the Marchetti and Crapps nomogram was made to determine
the type and state of the tested cohesive soils. Analysis of the results of the SDMT allowed to develop for the
investigated cohesive soils the empirical relationship between the G0/ED ratio and the material index ID.
http://www.architectura.actapol.net/volume16/issue3/16_3_69.pdf
MLA | Galas, Paweł, and Zbigniew Lechowicz. "EVALUATION OF SELECTED GEOTECHNICAL PARAMETERS OF PRECONSOLIDATED COHESIVE SOILS BASED ON SDMT." Acta Sci.Pol. Architectura 16.3 (2017): 69-79. |
APA | Galas P. and Lechowicz Z. (2017). EVALUATION OF SELECTED GEOTECHNICAL PARAMETERS OF PRECONSOLIDATED COHESIVE SOILS BASED ON SDMT. Acta Sci.Pol. Architectura, 16 (3), 69-79 |
ISO 690 | Galas, Paweł, Lechowicz, Zbigniew. EVALUATION OF SELECTED GEOTECHNICAL PARAMETERS OF PRECONSOLIDATED COHESIVE SOILS BASED ON SDMT. Acta Sci.Pol. Architectura, 2017, 16.3: 69-79. |
http://www.architectura.actapol.net/tom16/zeszyt3/abstrakt-69.html