4.7 Article

Pseudo-dynamic stability of rock slope considering Hoek-Brown strength criterion

Related references

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

Assessing the influence of a rapid water drawdown on the seismic response characteristics of a reservoir rock slope using time-frequency analysis

Danqing Song et al.

Summary: The study found that rapid water drawdown (RWD) magnifies the seismic response of rock slopes, increasing the seismic energy of the surface slope. Additionally, RWD also amplifies the Fourier spectrum amplitude of the low-order natural frequency band.

ACTA GEOTECHNICA (2021)

Article Engineering, Geological

Stability assessment of slopes in rock governed by the Hoek-Brown strength criterion

Radoslaw L. Michalowski et al.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2020)

Article Engineering, Geological

Limit equilibrium solution for the rock slope stability under the coupling effect of the shear dilatancy and strain softening

Dong-ping Deng

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2020)

Article Metallurgy & Metallurgical Engineering

Stability analysis for nonhomogeneous slopes subjected to water drawdown

Sun Zhi-bin et al.

JOURNAL OF CENTRAL SOUTH UNIVERSITY (2019)

Article Computer Science, Interdisciplinary Applications

Stability analysis of seismic slopes with tensile strength cut-off

Yi He et al.

COMPUTERS AND GEOTECHNICS (2019)

Article Engineering, Geological

Seismic bearing capacity of non-uniform soil slopes using discretization-based kinematic analysis considering Rayleigh waves

Changbing Qin et al.

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2018)

Article Engineering, Geological

Discrete Kinematic Mechanism for Nonhomogeneous Slopes and Its Application

Zhibin Sun et al.

INTERNATIONAL JOURNAL OF GEOMECHANICS (2018)

Article Engineering, Civil

A New Approach for Incorporating Hoek-Brown Failure Criterion in Kinematic Approach - Case of a Rock Slope

Qiujing Pan et al.

INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS (2017)

Article Computer Science, Interdisciplinary Applications

Probabilistic Stability Analysis of a Three-Dimensional Rock Slope Characterized by the Hoek-Brown Failure Criterion

Qiujing Pan et al.

JOURNAL OF COMPUTING IN CIVIL ENGINEERING (2017)

Article Engineering, Geological

Rock slope stability analysis using photogrammetric data and DFN-DEM modelling

V. Bonilla-Sierra et al.

ACTA GEOTECHNICA (2015)

Article Engineering, Geological

A New Pseudo-dynamic Approach for Seismic Active Soil Thrust

Ivo Bellezza

GEOTECHNICAL AND GEOLOGICAL ENGINEERING (2014)

Article Engineering, Geological

Seismic Passive Earth Pressure Behind Non Vertical Wall with Composite Failure Mechanism: Pseudo-Dynamic Approach

Priyanka Ghosh et al.

GEOTECHNICAL AND GEOLOGICAL ENGINEERING (2011)

Article Engineering, Geological

Pseudo-dynamic active force and pressure behind battered retaining wall supporting inclined backfill

Sima Ghosh

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2010)

Article Engineering, Geological

Inter-relations between experimental and computational aspects of slope stability analysis

R Baker

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS (2003)