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Heyam Hussein Shaalan

Observed names: Heyam H. Shaalan, Heyam Shaalan
ORCID: 0000-0002-6615-7487
Observed ORCID: 0000-0002-6615-7487
OpenAlex ID: A5091405554
Numerical Modeling for the Effect of Soil Type on Stability of Embankment
2022 · Marwan Adil Hassan, Mohd Ashraf Mohamad Ismail, et al. · Civil Engineering Journal · 18
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Effect of tunnel overburden stress on the rock brittle failure depth
2019 · Heyam H. Shaalan, Mohd Ashraf Mohamad Ismail, et al. · Arabian Journal of Geosciences · 11
Numerical Analysis of TBM Tunnel Lining Behavior using Shotcrete Constitutive Model
2018 · Heyam H. Shaalan, Romziah Azit, et al. · Civil Engineering Journal · 4
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Application of shotcrete constitutive model to the time dependent behavior of TBM tunnel lining
2018 · Heyam H. Shaalan, Mohd Ashraf Mohamad Ismail, et al. · International Journal of Engineering & Technology · 2
Evaluation of TBM tunnels with respect to stability against spalling
2017 · Heyam Shaalan, Mohd Ashraf Mohd Ismail, et al. · AIP conference proceedings · 2
AE Measurement via Rock Triaxial Compression Test and Rock Failure Simulation using PFC Analysis
2018 · Takayuki Mori, Takaaki Inuzuka, et al. · ISRM International Symposium - 10th Asian Rock Mechanics Symposium · 1
Numerical Investigation of Soil–pipeline Interaction Effects on the Seismic and Surface Load Responses
2026 · Marwan Adil Hassan, Heyam Hussein Shaalan · The Open Civil Engineering Journal
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Calcined Shale as a Partial Calcium Binder Replacement for Marine Clay Stabilization
2026 · Angham A. Mohammed, Ahmed H. Saad, et al. · Civil Engineering Journal
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Effect of Dike Width on Pore Pressure and Water Content Evolution During Overtopping Conditions
2026 · Marwan A. Hassan, Heyam H. Shaalan, et al. · Civil Engineering Journal
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Brittle failure assessment for TBM tunneling under high overburden: A case study from Pahang-Selangor raw water transfer tunnel project, Malaysia
2021 · Heyam H. Shaalan, Mohd Ashraf Mohamad Ismail*, et al. · CRC Press eBooks
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Works count: 10
Citation count: 38
H-index: 3
I10-index: 2
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