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Bulletin of Engineering Geology and the Environment
Erschienen in: Bulletin of Engineering Geology and the Environment 2/2010

01.05.2010 | Original Paper

Dynamic properties of cemented soils from Cyprus

verfasst von: Th. Tika, P. Kallioglou, G. Koninis, P. Michaelidis, M. Efthimiou, K. Pitilakis

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 2/2010

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Abstract

The paper presents results from a laboratory investigation into the dynamic properties of natural cemented sandy and cohesive soils from Cyprus, as expressed by shear modulus and damping ratio. The influence of various soil parameters, such as strain level, confining stress, undrained shear strength, void ratio, plasticity index, cementation and organic matter content is discussed. The test results show that cementation increases the small-strain shear modulus, but does not affect the other dynamic properties, such as small-strain damping ratio and the variations of shear modulus and damping ratio with shear strain.
Vorheriger Artikel Effect of nonlinearity on site response and ground motion due to earthquake excitation
Nächster Artikel Assessment of the site amplifications and predominant site periods for Saruhanlı, in an earthquake-prone region of Turkey

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Literatur
ASTM D4015-92 (2002) Standard test method for modulus and damping of soils by the resonant-column method. Annual Book of American Society for Testing and Materials’ Standard, Section 4, Volume 04.08
ASTM D2974-00 (2002) Standard test methods for moisture, ash and organic matter of peat and other organic soils. Annual Book of American Society for Testing and Materials’ Standard, Section 4, Volume 04.08
Brooker E, Ireland H (1965) Earth pressures at rest related to stress history. Can Geotech J 2:1–15
Drnevich V (1967) Effects of strain history on the dynamic properties of sand. PhD thesis, University of Michigan, USA
Geological Survey Department (1988) Groundwater quality investigations in Cyprus. Main results of a project of technical cooperation in applied sciences. Bulletin No. 8, Ministry of Agriculture and Natural Resources, Republic of Cyprus
Geological Survey Department (1997) Geology of Cyprus. Bulletin No. 10, Ministry of Agriculture and Natural Resources, Republic of Cyprus
Hardin BO, Richart FE Jr (1963) Elastic wave velocities in granular soils. J Soil Mech Found Div ASCE 89(1):33–65
Jaky J (1944) The coefficient of earth pressure at rest. J Union Hung Eng Archit 25:355–358
Kallioglou P, Tika T, Pitilakis K (2008a) Shear modulus and damping ratio of cohesive soils. J Earthq Eng 12(6):879–913; erratum 12(8):1344–1366
Karlsson R, Hansbo S (1981) Soil classification and identification. Swedish Council for Building Research, Document D8, Stockholm
Kenney T (1959) Discussion. J Soil Mech Found Div ASCE 85(SM3):67–69
Koninis G, Tika T, Kallioglou P (2006) Correlation between the undrained shear strength and preconsolidation pressure for marly soils. In: Proceedings of the 5th Hellenic conference on geotechnical and geoenvironmental engineering (in Greek), vol 1, pp 111–118
Leroueil S, Vaughan PR (1990) The general and congruent effects of structure in natural soils and weak rocks. Geotechnique 40(3):467–489CrossRef
Stroud MA (1974) The standard penetration test in insensitive clays and soft rocks. In: Proceedings of European symposium on penetration testing (ESOPT 1), pp 367–375
Tika Th, Kallioglou P, Papadopoulou A, Pitilakis K (2004) The influence of fines on the dynamic properties of sands. In: Proceedings of A.W. Skempton memorial conference, 29–31 Mar 2004, London, UK, pp 642–653
Vucetic M, Dobry R (1991) Effect of soil plasticity on cyclic response. J Geotech Eng ASCE 117(1):89–107CrossRef
Metadaten
Titel
Dynamic properties of cemented soils from Cyprus
verfasst von
Th. Tika
P. Kallioglou
G. Koninis
P. Michaelidis
M. Efthimiou
K. Pitilakis
Publikationsdatum
01.05.2010
Verlag
Springer-Verlag
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 2/2010
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-010-0262-6

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