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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.
pub/15_3_111.pdf Full text available in in Adobe Acrobat format:
http://www.architectura.actapol.net/volume15/issue3/15_3_111.pdf

For citation:

MLA Ossowski, Rafał, and Mariusz Wyroślak. "EVALUATION OF DEFORMATION MODULI IN CONTROLLED SOIL EMBANKMENT BASED ON VSS PLATE AND LFWD PLATE." Acta Sci.Pol. Arch. 15.3 (2016): 111–118.
APA (2016). . Acta Sci.Pol. Arch. 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. Arch., 2016, 15.3: 111–118.
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Streszczenie w języku polskim:
http://www.architectura.actapol.net/tom15/zeszyt3/abstrakt-111.html