Hamid Chakeri
- 3D computational study of tunnel segment behaviour under loading by TBM thrust jacks. Dans: Geomechanics and Geoengineering, v. 16, n. 3 (9 août 2019). (2019):
- Investigation of the Feasibility of Increasing the Tail-grouting Zone during Mechanized Tunneling in Sandy Soils. Dans: Periodica Polytechnica Civil Engineering, v. 68, n. 2 (février 2024). (2024):
- Structural and environmental performance of recycled steel fiber reinforced concrete segment under the thrust force of the tunnel boring machine jacks. Dans: Structural Concrete, v. 24, n. 2 (avril 2023). (2023):
- Cracking Problems in the Segments of Tabriz Metro Tunnel: A 3D Computational Study. Dans: Geotechnical and Geological Engineering, v. 36, n. 4 (9 février 2018). (2018):
- Experimental Study of the Mechanical Properties of Two-Component Backfilling Grout. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 175, n. 4 (décembre 2022). (2022):
- Investigation of the feasibility of using recycled steel fibers in tunnel lining segments. Dans: Tunnelling and Underground Space Technology, v. 110 (avril 2021). (2021):
- Simple and Non-Linear Regression Techniques Used in Sandy-Clayey Soils to Predict the Pressuremeter Modulus and Limit Pressure: A Case Study of Tabriz Subway. Dans: Periodica Polytechnica Civil Engineering. :
- Tunneling-induced ground movements on Tehran Metro. Dans: Soil Mechanics and Foundation Engineering, v. 49, n. 4 (septembre 2012). (2012):
- Investigation into the effects of two component grout properties on surface settlements. Dans: Tunnelling and Underground Space Technology, v. 63 (mars 2017). (2017):
- A novel relationship for predicting the point of inflexion value in the surface settlement curve. Dans: Tunnelling and Underground Space Technology, v. 43 (juillet 2014). (2014):
- Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB. Dans: Tunnelling and Underground Space Technology, v. 36 (juin 2013). (2013):