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Browsing İnşaat Mühendisliği / Civil Engineering by Author

Browsing İnşaat Mühendisliği / Civil Engineering by Author "Arman, Hasan"

Now showing items 1-8 of 13

A new approach for classification of clayey soil: A case study for Adapazari region, Turkey

Göktepe, Fatih; Arman, Hasan (2010)
A new approach for classification of clayey soil: A case study for Adapazari region, Turkey

Göktepe, Fatih; Arman, Hasan (ACADEMIC JOURNALS, 2010)

Adapazari city is founded on very deep alluvial deposits which mainly consist of gravel, sand, silt, silty and clayey sands and clay. In this study, neural networks (NN) are used in the classification of clay samples ...
Assessment of liquefaction susceptibility of Adapazari City after 17th August, 1999 Marmara earthquake

Fırat, Seyhan; Arman, Hasan; Kutanis, Mustafa (ACADEMIC JOURNALS, 2009)

The August 17, 1999 Marmara (Turkey) earthquake of magnitude (M-w = 7.4) struck the Marmara and Sakarya provinces in north-western part of Turkey. The earthquake caused substantial casualties and severe damages to structures. ...
Compression and recompression indices of a high plasticity clay consolidated under isotropic stresses

Gündüz, Zeki; Arman, Hasan (ACADEMIC PUBLICATION COUNCIL, 2007)

The oedometer test is used to find out compression behavior of clays. This method takes a long time to measure compression of clays, leading to a problem of heavy workload in the laboratory. In settlement calculation of ...
GROUND CONDITION EFFECTS ON DYNAMIC RESPONSE OF THE 1995 DINAR EARTHQUAKE IN WESTERN TURKEY

Özcan, Zeki; Arman, Hasan (SPRINGER HEIDELBERG, 2008)

The Dinar earthquake took place at Dinar, western Turkey, on October 1(st), 1995. In this study, ground condition effects on the dynamic, response of the Dinar earthquake of magnitude, M-w = 6.2, is investigated. Linear ...
Possible relationships between compression and recompression indices of a low-plasticity clayey soil

Gündüz, Zeki; Arman, Hasan (KING FAHD UNIV PETROLEUM MINERALS, 2007)

Compression (C-c) and recompression (C-r) indices obtained from the oedometer test are necessary in settlement calculation for clayey soil layers. However, the oedometer test takes a long time to measure the compression ...
Soil and foundation stability improvement by stone column: A case study in Adapazari city, Turkey

Arman, Hasan; Fırat, Seyhan; Vural, İsa; Gündüz, Zeki (ACADEMIC JOURNALS, 2009)

Adapazari city is located on a very deep alluvial deposit and in a seismically active region. Due to the catastrophic earthquakes, the region had painful experiences in the past. The latest severe earthquake, called Marmara ...
The applicability of neural networks in the determination of soil profiles

Çağlar, Naci; Arman, Hasan (SPRINGER HEIDELBERG, 2007)

The drilling of a number of boreholes to determine the soil profile of a given area is time consuming and costly. This paper describes estimated soil profiles obtained using a model based on artificial neural networks ...