Arık, Mustafa Sezer

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https://hdl.handle.net/11147/16050
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01. Izmir Institute of Technology
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Scholarly Output

3

Articles

1

Views / Downloads

1687/1051

Supervised MSc Theses

1

Supervised PhD Theses

0

WoS Citation Count

9

Scopus Citation Count

8

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0

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0

WoS Citations per Publication

3.00

Scopus Citations per Publication

2.67

Open Access Source

2

Supervised Theses

1

JournalCount
Acta Geotechnica1
Bulletin of Earthquake Engineering1
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2021 - 20233

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Author of Publication: search.filters.isAuthorOfPublication.51ff3fb0-f5b4-4892-99f7-f8abf439fdf4

Scholarly Output Search Results

Now showing 1 - 3 of 3
  • Article
    Citation - WoS: 9
    Citation - Scopus: 8
    Effect of Drainage Conditions on Cpt Resistance of Silty Sand: Physical Model and Field Tests
    (Springer, 2023) Ecemis, Nurhan; Arık, Mustafa Sezer; Arık, Mustafa Sezer; Taneri, Hazal; Taneri, Hazal; Ecemiş, Nurhan; 01. Izmir Institute of Technology; 03.03. Department of Civil Engineering; 03. Faculty of Engineering
    The influence of drainage conditions on cone penetration test (CPT) resistance and the excess pore pressure during cone penetration in sand and silty sand are examined using field and physical model tests. Drainage can generally occur in saturated clean sand and silty sand under certain conditions. This work aims to understand and explain the effect of sand and silty sand drainage conditions on CPT resistance and pore pressure through the coefficient of consolidation (c h) and penetration rate (v). The physical model test results indicate the significant effect of excess pore pressures and their dissipation rates, depending on the coefficient of consolidation (silt content) and the penetration rate on cone resistance. For the same relative density, normalized CPT resistance decreases as there is a reduction in c h (or an increase in silt content) or an increase in penetration rate. The difference in CPT resistance in silty sand is attributed to drainage conditions. Finally, the results revealed in this study and the field test data reported in the literature were combined to develop an equation for the effect of drainage conditions on excess pore water pressure and CPT resistance. © 2023, The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature.
  • Correction
    Cpt-Based Liquefaction Resistance of Clean and Silty Sands: a Drainage Conditions Based Approach Nurhan Ecemis (aug, 10.1007/S10518-022-01501-0, 2022)
    (Springer, 2022) Arık, Mustafa Sezer; Ecemiş, Nurhan; Ecemiş, Nurhan; Arık, Mustafa Sezer; Monkul, Mehmet Murat; Tütüncü, Yunus Emre; 01. Izmir Institute of Technology; 03.03. Department of Civil Engineering; 03. Faculty of Engineering
  • Master Thesis
    Effect of Fines Content on Cpt Resistance in Silty Sands
    (01. Izmir Institute of Technology, 2021) Arık, Mustafa Sezer; Ecemiş Zeren, Nurhan; 01. Izmir Institute of Technology
    The effect of fines content on cone penetration resistance and excess pore water pressure is not entirely known yet. In this study, CPTu, SCPT, and DPPT tests in a fixed wall laminar box were carried out to understand the effect of fines content with different relative densities on cone penetration resistance and excess pore water pressure in clean sand and sand with 5, 15, and 35 percent silty. This study was investigated by using the normalized penetration rate. The effect of normalized penetration rate accounted with penetration rate and coefficient of consolidation on drainage conditions and the value of transition from partially drained to drained conditions were investigated. According to the experimental data results, the effect of fines content on the coefficient of volume compressibility is minimal. However, as the fines content increase, the permeability and the coefficient of consolidation decrease considerably. The normalized cone penetration resistance decreases when the fines content increases in clean sand and silty sands at the same relative densities. When the relationship between normalized penetration rate and normalized cone penetration resistance is examined instead of only the fines at the same relative densities, the normalized cone penetration resistance decreased with the increasing normalized penetration rate. Due to a decrease in the coefficient of consolidation or an increase in the penetration rate, silty sands have a longer dissipation time of excess pore water pressure than clean sand. Hence, the clean sand remains drained, and the silty sands remain partially drained.