Mehmet Murat Monkul 
- (2024): Revisiting the effect of relative density on cyclic liquefaction of clean and silty sands: the crossing effect. In: Bulletin of Earthquake Engineering, v. 22, n. 8 (April 2024).
- (2024): Applicability of soil‐type index for shear wave velocity‐based liquefaction assessment. In: Earthquake Engineering and Structural Dynamics, v. 53, n. 6 (20 February 2024).
- (2022): CPT-based liquefaction resistance of clean and silty sands: a drainage conditions based approach. In: Bulletin of Earthquake Engineering, v. 20, n. 15 (6 October 2022).
- (2021): Combined effect of fines content and uniformity coefficient on cyclic liquefaction resistance of silty sands. In: Soil Dynamics and Earthquake Engineering, v. 151 (December 2021).
- (2016): Influence of coefficient of uniformity and base sand gradation on static liquefaction of loose sands with silt. In: Soil Dynamics and Earthquake Engineering, v. 89 (October 2016).
- (2017): Coupled influence of content, gradation and shape characteristics of silts on static liquefaction of loose silty sands. In: Soil Dynamics and Earthquake Engineering, v. 101 (October 2017).
Structurae cooperates with
