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Now showing items 11-19 of 19
GYPSUM HAZARDS AND IMPORTANCE OF SUSCEPTIBILITY MAPPING: AN EXAMPLE FROM SIVAS BASIN (TURKEY)
(INT SCIENTIFIC CONFERENCE SGEM, 2009)
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A case study for mapping of spatial distribution of free surface heave in alluvial soils (Yalova, Turkey) by using GIS software
(PERGAMON-ELSEVIER SCIENCE LTD, 2008)
A procedure for producing a surface heave map using GIS package in clayey alluvial soils is proposed. An active zone was first defined, and the layers in the active zone were subdivided according to their swelling ...
ROCKFALL HAZARD MAPPING USING GIS SOFTWARE: AN APPLICATION IN A SELECTED AREA FROM SEBINKARAHISAR (GIRESUN-TURKEY)
(INT SCIENTIFIC CONFERENCE SGEM, 2008)
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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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The effect of swelling clays on a water transport canal between Kokluce HPP and Erbaa HPP (Turkey)
(SPRINGER HEIDELBERG, 2007)
Geological mapping has confirmed the presence of swelling clays in the area of the proposed water transport canal between Korkluce and Erbaa, Turkey. A swelling pressure distribution map was prepared for this part of the ...
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 ...