E-LIB Suche - Ergebnisse für: Monkul, Mehmet Murat

1

Applicability of soil‐type index for shear wave velocity‐ba..:

Ecemis, Nurhan ; Monkul, Mehmet Murat ; Orucu, Murat
Earthquake Engineering & Structural Dynamics. 53 (2024) 6 - p. 2055-2071 , 2024

Link: https://doi.org/10.1002/..

2

Revisiting the effect of relative density on cyclic liquefa..:

Monkul, Mehmet Murat ; Tütüncü, Yunus Emre
Bulletin of Earthquake Engineering. , 2024

Link: https://doi.org/10.1007/..

3

CPT-based liquefaction resistance of clean and silty sands:..:

Ecemis, Nurhan ; Monkul, Mehmet Murat ; Tütüncü, Yunus Emre.
Bulletin of Earthquake Engineering. 20 (2022) 15 - p. 7957-7980 , 2022

Link: https://doi.org/10.1007/..

4

Correction to: CPT-based liquefaction resistance of clean a..:

Arik, Mustafa Sezer ; Ecemis, Nurhan ; Monkul, Mehmet Murat.
Bulletin of Earthquake Engineering. 20 (2022) 15 - p. 7981-7981 , 2022

Link: https://doi.org/10.1007/..

5

Microplastic Contamination in Soils: A Review from Geotechn..:

Monkul, Mehmet Murat ; Özhan, Hakkı O.
Polymers. 13 (2021) 23 - p. 4129 , 2021

Link: https://doi.org/10.3390/..

6

Combined effect of fines content and uniformity coefficient..:

Monkul, Mehmet Murat ; Kendir, Sena Begüm ; Tütüncü, Yunus Emre
Soil Dynamics and Earthquake Engineering. 151 (2021) - p. 106999 , 2021

Link: https://doi.org/10.1016/..

7

Effect of grain size distribution on stress-strain behavior..:

Monkul, Mehmet Murat ; Dacic, Amina
Advances in Space Research. 60 (2017) 3 - p. 636-651 , 2017

Link: https://doi.org/10.1016/..

8

Coupled influence of content, gradation and shape character..:

Monkul, Mehmet Murat ; Etminan, Ehsan ; Şenol, Aykut
Soil Dynamics and Earthquake Engineering. 101 (2017) - p. 12-26 , 2017

Link: https://doi.org/10.1016/..

9

Influence of coefficient of uniformity and base sand gradat..:

Monkul, Mehmet Murat ; Etminan, Ehsan ; Şenol, Aykut
Soil Dynamics and Earthquake Engineering. 89 (2016) - p. 185-197 , 2016

Link: https://doi.org/10.1016/..

10

Erratum to "Compressional behavior of clayey sand and trans..:

Monkul, Mehmet Murat ; Ozden, Gurkan
Engineering Geology. 96 (2008) 1-2 - p. 105-106 , 2008

Link: https://doi.org/10.1016/..

11

Compressional behavior of clayey sand and transition fines ..:

Monkul, Mehmet Murat ; Ozden, Gurkan
Engineering Geology. 89 (2007) 3-4 - p. 195-205 , 2007

Link: https://doi.org/10.1016/..

12

CPT-based liquefaction resistance of clean and silty sands:..:

Ecemiş, Nurhan ; Arık, Mustafa Sezer ; Monkul, Mehmet Murat.
Bulletin of Earthquake Engineering. , 2022

Link: https://hdl.handle.net/1..

13

CPT-based liquefaction resistance of clean and silty sands:..:

Ecemis, Nurhan ; Monkul, Mehmet Murat ; Tütüncü, Yunus Emre.
Bulletin of Earthquake Engineering. , 2022

Link: https://hdl.handle.net/1..

14

CPT-based liquefaction resistance of clean and silty sands:..:

Ecemis, Nurhan ; Monkul, Mehmet Murat ; Tütüncü, Yunus Emre.
Bulletin of Earthquake Engineering. , 2022

Link: https://hdl.handle.net/1..

15

Microplastic Contamination in Soils: A Review from Geotechn..:

Monkul, Mehmet Murat ; Özhan, Hakkı O
http://www.ncbi.nlm.nih.gov/pmc/articles/PMC8659065/. , 2021

Link: http://www.ncbi.nlm.nih...