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Liquefaction Of Silts: The Adapazari Criteria
(Springer, Van Godewijckstraat 30, 3311 Gz Dordrecht, Netherlands, 2010-08)
Ground failures in the form of liquefaction, loss of bearing capacity and soil softening have been observed during the 1999 Marmara (Turkey) earthquake. Research to understand the failure phenomena has been carried out ...
Geotechnical Properties Of Adapazari Silt
(Springer Heidelberg, Tiergartenstrasse 17, D-69121 Heidelberg, Germany, 2012-11)
The geotechnical properties of silts have not been investigated extensively, because they are not found in every soil environment. It is even more difficult to understand the behaviour of silts when they are encountered ...
Rock slope stability assessment of limestone quarry; an example from Istanbul Cebeci region, Turkey
(Springer International Publishing Ag, Gewerbestrasse 11, Cham, Ch-6330, Switzerland, 2015)
The Cebeci Region is characterised by famous outcrops of Carboniferous Limestone which is mined out for aggregate production. The aim of this study is to investigate slope stability problems for heavily jointed karstic ...
The effect of clay mineral content on the dynamic response of reconstituted fine grained soil
(Springer, Van Godewijckstraat 30, 3311 Gz Dordrecht, Netherlands, 2018-10)
Fine grained soils with considerable amount of silt may exhibit sand-like or clay-like behavior depending on several factors such as the amount of fines and clay content, as well as the consistency limits, other variables ...
Assessment of Slope Stability Problems in an Open Pit Quarry; an Example from Istanbul Cebeci Region, Turkey
(Springer Int Publishing Ag, Gewerbestrasse 11, Cham, Ch-6330, Switzerland, 2015)
Rock slope stability is one of the important problems for open pit quarrying. This paper presents an instability assessment for jointed sandstone cut slopes in Cebeci Region, Istanbul, Turkey. In the quarry site, Carboniferous ...
The Spatial Distribution of Liquefaction Susceptibility by Logistic Regression Model adapted for Adapazari, Turkey
(2020)
A logistic regression model has been developed for evaluation of soil liquefaction by the use
of cone penetration test (CPTu, PCPT) on data collected from Adapazarı, Turkey. The model
inputs are the clean sand equivalent ...