Esra Tatlıoğlu profile image
Esra Tatlıoğlu Asst. Prof. Dr. NİĞDE ÖMER HALİSDEMİR ÜNİVERSİTESİ, MÜHENDİSLİK FAKÜLTESİ
Publication 2 Review 2 CrossRef Cited 2
2 Publication
2 Review
2 CrossRef Cited

Research Fields

Civil Geotechnical Engineering

Institution

NİĞDE ÖMER HALİSDEMİR ÜNİVERSİTESİ, MÜHENDİSLİK FAKÜLTESİ

Publications

Effect of synthetic wollastonite on the strength and microstructural properties of high-plasticity clay soils
Authors: Firdevs Uysal , Esra Tatlıoğlu , Hasan Erhan Yücel
Published: 2025 , Nigde Omer Halisdemir University Journal of Engineering Sciences
DOI: 10.28948/ngumuh.1721159
FAVORITE 0 TOTAL DOWNLOAD COUNT 204

0

204

Evaluation of the bearing capacity and settlement of the pile groups for the crane foundation: Case study
Authors: Esra Tatlıoğlu , Firdevs Uysal
Published: 2025 , Nigde Omer Halisdemir University Journal of Engineering Sciences
DOI: 10.28948/ngumuh.1610249
FAVORITE 0 TOTAL DOWNLOAD COUNT 309

0

309

Articles published in
Nigde Omer Halisdemir University Journal of Engineering Sciences
Nigde Omer Halisdemir University Journal of Engineering Sciences

Reviews

Kahramanmaras Sutcu Imam University Journal of Engineering Sciences
Kahramanmaras Sutcu Imam University Journal of Engineering Sciences
Nigde Omer Halisdemir University Journal of Engineering Sciences
Nigde Omer Halisdemir University Journal of Engineering Sciences

Publications

Effect of synthetic wollastonite on the strength and microstructural properties of high-plasticity clay soils
Authors: Firdevs Uysal , Esra Tatlıoğlu , Hasan Erhan Yücel
Published: 2025 , Nigde Omer Halisdemir University Journal of Engineering Sciences
DOI: 10.28948/ngumuh.1721159
CITED 1 FAVORITE 0 TOTAL DOWNLOAD COUNT 204

1

0

204

Evaluation of the bearing capacity and settlement of the pile groups for the crane foundation: Case study
Authors: Esra Tatlıoğlu , Firdevs Uysal
Published: 2025 , Nigde Omer Halisdemir University Journal of Engineering Sciences
DOI: 10.28948/ngumuh.1610249
CITED 1 FAVORITE 0 TOTAL DOWNLOAD COUNT 309

1

0

309

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