Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume15/issue3/15_3_31.pdf
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.
Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume15/issue3/15_3_31.pdf
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| MLA | Bałachowski, Lech, and Katarzyna Białek. "MECHANICAL PARAMETERS OF WORKING PLATFORM BASED ON DMT." Acta Sci.Pol. Architectura 15.3 (2016): 31–41. |
| APA | Bałachowski L. and Białek K. (2016). MECHANICAL PARAMETERS OF WORKING PLATFORM BASED ON DMT. Acta Sci.Pol. Architectura, 15 (3), 31–41 |
| ISO 690 | Bałachowski, Lech, Białek, Katarzyna. MECHANICAL PARAMETERS OF WORKING PLATFORM BASED ON DMT. Acta Sci.Pol. Architectura, 2016, 15.3: 31–41. |
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