Seismic stability analysis of rock slopes by yield design theory using the generalized Hoek-Brown criterion

E-ISSN： 2261-236x|149|issue|02026-02026

ISSN： 2261-236x

Source： MATEC Web of conference, Vol.149, Iss.issue, 2018-02, pp. : 02026-02026

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Analytical solutions to assess the stability of rock slopes subject to cracks via limit analysis

IOP Conference Series: Earth and Environmental Science, Vol. 26, Iss. 1, 2015-09 ,pp. : 643-653

IOP Publishing

Access to resources Recommend Favorite

Rock stability analysis – A case study

MATEC Web of conference, Vol. 149, Iss. issue, 2018-02 ,pp. : 02072-02072

Edp Sciences

Access to resources Recommend Favorite

Numerical analysis of the stability of inhomogeneous slopes considering partially saturated conditions

E3S Web of conferences, Vol. 9, Iss. issue, 2016-09 ,pp. : 15010-15010

Edp Sciences

Access to resources Recommend Favorite

Reliability-based Assessment of Stability of Slopes

IOP Conference Series: Earth and Environmental Science, Vol. 26, Iss. 1, 2015-09 ,pp. : 105-124

IOP Publishing

Access to resources Recommend Favorite

Seismic displacement of geosynthetic-reinforced slopes subject to cracks

IOP Conference Series: Earth and Environmental Science, Vol. 26, Iss. 1, 2015-09 ,pp. : 499-513

IOP Publishing

Access to resources Recommend Favorite