4.7 Article

Estimating Tunnel Strain in the Weak and Schistose Rock Mass Influenced by Stress Anisotropy: An Evaluation Based on Three Tunnel Cases from Nepal

Related references

Note: Only part of the references are listed.
Article Engineering, Environmental

Assessment of the effect of stress anisotropy on tunnel deformation in the Kaligandaki project in the Nepal Himalaya

Pawan Kumar Shrestha et al.

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2015)

Article Engineering, Environmental

Analysis of the plastic deformation behavior of schist and schistose mica gneiss at Khimti headrace tunnel, Nepal

Pawan Kumar Shrestha et al.

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2014)

Article Engineering, Environmental

Evaluation of rock bursting phenomena in a tunnel in the Himalayas

K. K. Panthi

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2012)

Article Engineering, Geological

Improved Longitudinal Displacement Profiles for Convergence Confinement Analysis of Deep Tunnels

N. Vlachopoulos et al.

ROCK MECHANICS AND ROCK ENGINEERING (2009)

Review Construction & Building Technology

Predicted versus actual rock mass conditions: A review of four tunnel projects in Nepal Himalaya

Krishna Kanta Panthi et al.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2007)

Article Engineering, Geological

Uncertainty analysis of tunnel squeezing for two tunnel cases from Nepal Himalaya

K. K. Panthi et al.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2007)

Article Engineering, Geological

What is the contribution of time-dependent deformation in tunnel convergence?

V Kontogianni et al.

ENGINEERING GEOLOGY (2006)

Article Construction & Building Technology

Application of the convergence-confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion

C Carranza-Torres et al.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2000)