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Issue 15 (3) 2016 pp. 31–41

Lech Bałachowski, Katarzyna Białek

MECHANICAL PARAMETERS OF WORKING PLATFORM BASED ON DMT

Keywords: soil improvement, undrained shear strength, angle of internal friction, characteristic soil parameters
Abstract: Bearing capacity of working platform is determined in a simmilar way as for layered subsoil, where the upper layer from cohesionless soil is resting on soft cohesive strata. DMT test was used to estimate soil strength parameters (angle of internal friction for the upper layer and undrained shear strength of soft subsoil) and constrained modulus MDMT. The characteristic soil parameters were determined with five dilatometer tests on trial field. Different estimation methods of characteristic value of soil parameters were considered.
pub/15_3_31.pdf Full text available in in Adobe Acrobat format:
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For citation:

MLA Bałachowski, Lech, and Katarzyna Białek. "MECHANICAL PARAMETERS OF WORKING PLATFORM BASED ON DMT." Acta Sci.Pol. Arch. 15.3 (2016): 31–41.
APA (2016). . Acta Sci.Pol. Arch. 15 (3), 31–41
ISO 690 BAłACHOWSKI, Lech, BIAłEK, Katarzyna. MECHANICAL PARAMETERS OF WORKING PLATFORM BASED ON DMT. Acta Sci.Pol. Arch., 2016, 15.3: 31–41.
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Streszczenie w języku polskim:
http://www.architectura.actapol.net/tom15/zeszyt3/abstrakt-31.html