Evaluation of the rate of movement of a reactivated landslide

61st Canadian Geotechnical Conference, (21 - 24 Eylül 2008)


Evaluation of latent heat of solidification of grey cast iron from cooling curves
Çetin, Asude; Kalkanlı, Ali (2005-01-01)
The temperature history in the casting obtained from cooling curves can be used to determine some information related to latent heat release during alloy solidification. This work presents a procedure for the evaluation of latent heat of primary and eutectic solidification of grey cast iron from cooling curves based upon the Newtonian cooling principle. The thermal data obtained from quik-cups are processed with the Mathcad code in order to obtain the cooling curve, its first and second derivatives and the ...
Evaluation of 3-D spatial distribution of dissolved oxygen concentrations in a eutrophic lake
YENİLMEZ, FİRDES; Düzgün, Şebnem; Aksoy, Ayşegül (2023-01-01)
In this study, three-dimensional (3-D) ordinary kriging of dissolved oxygen (DO) concentrations was performed for a eutrophic reservoir based on 81 sampling points using Stanford Geostatistical Modeling Software (SGeMs). Potential hotspots (problematic zones in terms of water quality with high/low DO concentrations) not only at the surface but also in deeper layers of Porsuk Dam Reservoir (PDR) were evaluated. Moreover, 3-D distributions of DO, and specific conductivity (SC) were examined against the thermo...
Evaluation of the performance of the face slab of a CFRD during earthquake excitation
Arıcı, Yalın (Elsevier BV, 2013-12-01)
The primary goal of this study was to examine the cracking behavior of the face plate of a CFRD during earthquake excitation. Analyses of the impounding stage and earthquake loading were conducted in sequential phases using a 2-D plane-strain model with the appropriate non-linear constitutive relationships for the dam constituents. The effect of rockfill stiffness and the face plate design properties on the seismic performance of the face plate was investigated. The crack widths on the plate increased with ...
Evaluation of Condition States of Bridge Elements Based on the Intensity of Different Damage Types
Akgül, Ferhat (2012-10-19)
Transportation infrastructure facilities are the essential components for the continuous development of the economics and community well-being of any country. Maintaining such facilities at all times is a difficult task for service authorities. To assist in conducting such a task, bridge management systems (BMSs) have been developed for effective asset management. This paper presents a novel technique for evaluation of condition states of elements based on the intensity of different damage types. Damages of...
Evaluation of minimum shear reinforcement requirements for higher strength concrete
Ozcebe, G; Ersoy, U; Tankut, T (1999-05-01)
This paper presents an evaluation on the minimum shear reinforcement requirements given in the ACI, Canadian, and Turkish codes for high-strength concrete. Thirteen beams having the minimum shear reinforcement required by ACI 318-83, the Turkish Code, and the equations proposed in this paper were tested Concrete strength varied between so and 80 MPa (8700 and 11,600 psi). For high-strength concrete (f(a)' > 69 MPa), the minimum shear reinforcement requirements of the Turkish Code and ACI 318-95 are not very...
Citation Formats
N. Huvaj Sarıhan, “Evaluation of the rate of movement of a reactivated landslide,” Edmonton, Kanada, 2008, vol. 2, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/75289.