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	题名	作者	年代	出处	被引量
1	Pseudo-static stability analysis of rock slopes reinforced by passive bolts using the generalized Hoek-Brown criterion显示文摘The stability analysis of passive bolt-reinforced rock slopes under seismic loads is investigated within the framework of the kinematic approach of limit analysis theory.A pseudo-static method is adopted to account for the inertial forces induced in the rock mass by seismic events.The strength properties of the rock material are described by a modified Hoek-Brown strength criterion,whereas the passive bolts are modeled as bar-like inclusions that exhibit only resistance to tensile-compressive forces.Taking advantage of the ability to compute closed-form expressions for the support functions associated with the modified Hoek-Brown strength criterion,a rotational failure mechanism is implemented to derive rigorous lower bound estimates for the amount of reinforcement strength to prevent slope failure.The approach is then applied to investigating the effects of relevant geometry,strength and loading parameters in light of a preliminary parametric study.The accuracy of the approach is assessed by comparison of the lower bound estimates with finite element limit analysis solutions,thus emphasizing the ability of the approach to properly predict the stability conditions and to capture the essential features of deformation localization pattern.Finally,the extension of the approach to account for slipping at the interface between reinforcements and surrounding rock mass is outlined.	Mounir Belghali Zied Saada Denis Garnier Samir Maghous	2017	Journal of Rock Mechanics and Geotechnical Engineering2017，9，4：	2
2	Periodic homogenization in thermoviscoelasticity: case of multilayered media with ageing显示文摘	MAGHOUS S CREUS G J	2003	International Journal of Solids and Structures2003，40，4：	1
3	A NumericalApproach for Design of Bolt-Supported Tunnels Regarded asHomogenized Structures显示文摘	Bernaud Samir Maghous Patrick de Buhan	2009	Tunnelling and Underground SpaceTechnology2009，24，5：	1
4	Elastoplastic behavior of jointed rock masses as homogenized media and finite element analysis显示文摘	MAGHOUS S BERNAUD D FRARD J etc	2008	International Journal of Rock Mechanics and Mining Sciences2008，45，10：	1
5	A micromechanical approach to the strength criterion of Drucker-Prager materials reinforced by rigid inclusions 显示文摘	Barthelemy J F Dormieux L Maghous S	2004	International Journal for Numerical and Analytical Methods in Geomechanics2004，28，：	1
6	Micromechanics approach to poroelastic behavior of a jointed rock显示文摘	S. Maghous L. Dormieux D. Kondo J. F. Shao	2011	Int J Numer Anal Meth Geomech2011，，2：	1
7	Elastoplastic behavior of jointed rock masses as homogenized media and finite element analysis显示文摘	MAGHOUS S BERNAUD D CARNIER D	2008	International Journal of Rock Mechanics and Mining Sciences2008，45，8：	1
8	Feasibility of a numerical method for computing the ultimate loads of three dimensional structures显示文摘	GARNIER D MAGHOUS S	1995	Mechanics Research Communications1995，22，3：	1
9	A model for in situ grouting with account for particle filtration显示文摘	S. Maghous Z. Saada L. Dormieux J. Canou J.C. Dupla	2006	Computers and Geotechnics2006，，：	1
10	Periodic homogenization in thermoviscoelasticity:case of multilayered media with ageing显示文摘	MAGHOUS S CREUS G J	2003	International Journal of Solids and Structures2003，40，：	1
11	Periodic homogenization in thermoviscoelasticity: Case of multilayered media with ageing显示文摘	Maghous S Creus G J	2003	International Journal of Solids and Structures2003，40，：	1
12	Bearing capacity of shallow foundations on rocks obeying a modified Hoek-Brown failure criterion显示文摘	SAADA Z MAGHOUS S GARNIER D	2008	Computers and Geotechnics2008，35，2：	1
13	Elastoplastic behavior of jointed rock masses as homogenized media and finite element analysis显示文摘	Maghous S Bemaud D Freard J	2008	International Journal of Rock Mechanics and Mining Sciences2008，45，8：	1
14	A model for in situ grouting with account for particle filtration显示文摘	MAGHOUS S SAADA Z DORMIEUX L	2007	Computers and Geotechnics2007，34，3：	1
15	A numerical approach for design of bolt-supported tunnels regarded as homogenized structures显示文摘	Denise Bernaud Samir Maghous Patrick de Buhan Eduardo Couto	2009	Tunnelling and Underground Space Technology incorporating Trenchless Technology Research2009，，5：	1
16	Periodic homogenization in thermoviscoelasticity,case of multilayered media with ageing显示文摘	Creus G J	2003	International Journal of Solids and structures2003，40，4：	1
17	A Numerical Approach for Design of Bolt-supported Tunnels Regarded as Homogenized Structures 显示文摘	Denise Bernaud Samir Maghous Patrick de Buhan Eduardo Couto	2009	Tunnelling and Underground Space Technology2009，24，：	1
18	Bearing capacity of shallow foundations on rocks obeying a modified Hoek-Brown failure criterion显示文摘	SAADA Z MAGHOUS S GARNIER D	2008	Computers and Geotechnics2008，35，2：	1
19	Periodic homogenization in thermoviscoelasticity: case of multilayered media with ageing显示文摘	Creus G J	2003	International Journal of Solids and Structures2003，40，4：	1
20	A constitutive and numerical model for mechanical compaction in sedimentary basins 显示文摘	Bernaud D Dormieux L Maghous S	2006	Computers and Geotechnics2006，33，：	1

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