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Landslide susceptibility mapping using frequency ratio, logistic regression, artificial neural networks and their comparison: A case study from Kat landslides (Tokat-Turkey)
(PERGAMON-ELSEVIER SCIENCE LTD, 2009)
The purpose of this study is to compare the landslide susceptibility mapping methods of frequency ratio (FR), logistic regression and artificial neural networks (ANN) applied in the Kat County (Tokat-Turkey). Digital ...
A NEW TESTING METHOD FOR INDIRECT DETERMINATION OF THE UNCONFINED COMPRESSIVE STRENGTH OF THE ROCKS: CORE STRANGLE TEST (CST)
(INT SCIENTIFIC CONFERENCE SGEM, 2009)
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A case study from Koyulhisar (Sivas-Turkey) for landslide susceptibility mapping by artificial neural networks
(SPRINGER HEIDELBERG, 2009)
A case study for the use of an artificial neural network (ANN) model for landslide susceptibility mapping in Koyulhisar (Sivas-Turkey) is presented. Digital elevation model (DEM) was first constructed using ArcGIS software. ...
GIS based statistical and physical approaches to landslide susceptibility mapping (Sebinkarahisar, Turkey)
(SPRINGER HEIDELBERG, 2009)
The case study presents GIS-aided statistically and physically based landslide susceptibility mapping in the landslide-prone Avutmus district of Sebinkarahisar (Giresun, Turkey). Field investigations, analysis of geological ...
GYPSUM HAZARDS AND IMPORTANCE OF SUSCEPTIBILITY MAPPING: AN EXAMPLE FROM SIVAS BASIN (TURKEY)
(INT SCIENTIFIC CONFERENCE SGEM, 2009)
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Swell potential and shear strength estimation of clays
(ELSEVIER SCIENCE BV, 2009)
This paper deals with the indirect estimation of the two main parameters of cohesive soils (swell percent and shear strength) that play an important role in the deformation of structures. While the literature contains ...
GYPSUM: AS AN ADDITIVE FOR STABILIZATION OF SWELLING CLAYS
(INT SCIENTIFIC CONFERENCE SGEM, 2009)
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A new testing method for indirect determination of the unconfined compressive strength of rocks
(PERGAMON-ELSEVIER SCIENCE LTD, 2009)
A new testing method for the indirect determination of unconfined compressive strength (UCS) of rock core samples is presented. As known, there exist several methods for indirect estimation of UCS, such as point load index ...
Prediction of the strength and elasticity modulus of gypsum using multiple regression, ANN, and ANFIS models
(PERGAMON-ELSEVIER SCIENCE LTD, 2009)
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Gypsum: An additive for stabilization of swelling clay soils
(ELSEVIER SCIENCE BV, 2009)
Low rise buildings are particularly vulnerable to ground movements sourced from swelling and shrinking of the expansive clay soils. Geotechnical engineers have long recognized that swelling of expansive clays caused by ...