Due to in depth tunnel excavation, tensions in the soil are eased, causing elastic and plastic
deformations in the area of tunnel and leading to surface settlement at the ground level …

Secant pile walls (SPWs) are frequently employed as temporary excavation support systems
in urban areas; thus, they are useless once permanent foundations and basements have …

The paper aims at understanding the behavior around a shallow depth tunnel in weak rock
mass. Practically such behavior is difficult to completely follow or even estimate in field. To …

This paper provides an overview of the characteristics of soil structure in excavation support
systems and the use of numerical modeling to analyze these systems. It highlights the …

High slopes with multi-layer weak interlayers are a type of special slope that tends to fail due
to the unfavorable mechanical properties of interlayers. In this study, the influence of the …

Geological structures and performance of the geodynamic processes can affect engineering
projects on their own. Hence, the stability analysis and designing methods for foreseeing the …

Numerical analysis of the deep geological repository (DGR) for the spent nuclear fuel (SNF)
and/or high-level radioactive waste (HLW) is crucial part of safety case for every SNF/HLW …

Optimum stability of tunnel structures and ground movements are influenced by excavation,
and these are issues of greater concern as far as the stability of any underground structure is …

Zemin içinde yapılan tünel kazısı nedeniyle, zemindeki gerilmeler boşalarak kazı alanında
elastik ve plastikdeformasyonlara yol açmakta ve zemin yüzeyinde oturmalar meydana …

The development of urban infrastructure is being followed at a greater speed due to the
increasing urban population. Overpopulated urban environments have led to the expansion …