Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume15/issue3/15_3_111.pdf
Issue 15 (3) 2016 pp. 111–118
Rafał Ossowski, Mariusz Wyroślak
EVALUATION OF DEFORMATION MODULI IN CONTROLLED SOIL EMBANKMENT BASED ON VSS PLATE AND LFWD PLATE
Keywords: LFWD plate, VSS plate, soil parameters correlation, LFWD modulus, VSS modulus
Abstract: In both site engineering practice and design practice correlation between geotechnical parameters are desirable beyond doubt. The paper presents site comparative tests based on Light Falling Weight Deflectometer (LFWD) and Plate Load Test (VSS) with relationship between dynamic deformation modulus EVd and primary and secondary static deformation modulus EV1, EV2. Correlation between parameters is not binary procedure, then it is observed different levels of accuracy. It is proved that dynamic deformation modulus is better correlated with secondary static modulus. That is because soil is in another state in primary and secondary loading.
Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume15/issue3/15_3_111.pdf
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| MLA | Ossowski, Rafał, and Mariusz Wyroślak. "EVALUATION OF DEFORMATION MODULI IN CONTROLLED SOIL EMBANKMENT BASED ON VSS PLATE AND LFWD PLATE." Acta Sci.Pol. Architectura 15.3 (2016): 111–118. |
| APA | Ossowski R. and Wyroślak M. (2016). EVALUATION OF DEFORMATION MODULI IN CONTROLLED SOIL EMBANKMENT BASED ON VSS PLATE AND LFWD PLATE. Acta Sci.Pol. Architectura, 15 (3), 111–118 |
| ISO 690 | Ossowski, Rafał, Wyroślak, Mariusz. EVALUATION OF DEFORMATION MODULI IN CONTROLLED SOIL EMBANKMENT BASED ON VSS PLATE AND LFWD PLATE. Acta Sci.Pol. Architectura, 2016, 15.3: 111–118. |
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