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91篇 您的检索式：作者名="Merifield R S"

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	题名	作者	年代	出处	被引量
1	Limit analysis solutions for the beating capacity of rock masses using the generalised Hoek-Brown yield criterion显示文摘	Merifield R S Lyamin A V Sloan S W	2006	Int J Rock Mech Min Sci2006，43，6：	1
2	The ultimate pullout capacity of anchors in frictional soils 显示文摘	Merifield R S Sloan S W	2006	Canadian Geotechnical Journal2006，43，8：	1
3	Rigorous solutions for the bearing capacity of two layered clay soils 显示文摘	Merifield R S Sloan S W Yu H S	1999	Geotechnique1999，49，4：	1
4	Three-dimensional lower-bound solutions for the stability of plate anchors in sand 显示文摘	MERIFIELD R S LYAMIN A V SLOAN S W	2006	Geotechnique2006，56，2：	1
5	Rigorous solutions for the bearing capacity of two layered clay soils显示文摘	MERIFIELD R S SLOAN S W YU H S	1999	Geoteehnique1999，49，4：	1
6	Stability of plate anchors in undrained clay显示文摘	MERIFIELD R S SLOAN S W YU H S	2001	Geotecnique2001，51，2：	1
7	Stability of plate anchors in undrained clay显示文摘	MERIFIELD R S SLOAN S W YU H S	2001	Geotechnique2001，51，2：	1
8	Two - and three - dimensional bearing - capacity solutions for footings on two - layered clays显示文摘	Merifield R S Nguyen V Q	2006	Geomechanics & Geoengineering2006，1，2：	1
9	Limit analysis solutions for the bearing capacity of rock masses using the generalised Hoek-Brown criterion 显示文摘	MERIFIELD R S LYAMIN A V SLOAN S W	2006	International Journal of Rock Mechanics and Mining Sciences2006，43，6：	1
10	Stability of plate anchors in undrained clay显示文摘	MERIFIELD R S SLOAN S W YU H S	2001	Géotechnique2001，51，2：	1
11	Three-dimensional lower bound solutions for stability of plate anchor in clay显示文摘	MERIFIELD R S LYAMIN A V	2003	Journal of Geotechnical and Geoenvironmental Engineering2003，129，3：	1
12	Limit analysis solutions for the bearing capacity of rock masses using the generalised Hoek-Brown criterion显示文摘	MERIFIELD R S LYAMIN A V SLOAN S W	2006	International Journal of Rock Mechanics and Mining Sciences2006，43，6：	1
13	Rigorous solutions for the bearing capacity of two layered clay soils显示文摘	MERIFIELD R S SLOAN S W YU H S	1999	Geotechniquc1999，49，4：	1
14	Stability of plate anchors in undrained clay显示文摘	MERIFIELD R S SLOAN S W YU H S	2001	G6otechnique2001，51，2：	1
15	Stability charts for rock slopes based on the Hoek-Brown failure criterion显示文摘	LI A J MERIFIELD R S LYAMIN A V	2008	International Journal of Rock Mechanics and Mining Sciences2008，45，5：	1
16	Limit analysis solutions for three dimensional undrained slopes 显示文摘	LI A J MERIFIELD R S LYAMIN A V	2009	Computers and Geotechnics2009，36，8：	1
17	Two- and three-dimensional bearing-capacity solutions for footings on two-layered clays 显示文摘	MERIFIELD R S NGUYEN V Q	2006	Journal of Geomechanics and Geoengineering2006，1，2：	1
18	Three-dimensional stability charts for slopes based on limit analysis methods 显示文摘	LI A J MERIFIELD R S LYAMIN A V	2010	Canadian Geotechnical Journal2010，47，12：	1
19	Three-dimensional lower bound solutions for stability of plate anchors in clay 显示文摘	Merifield R S Lyamin A V	2003	Journal of Geotechnical and Geoenviromental Engineering2003，129，3：	1
20	Limit analysis solutions for the bearing capacity of rock masses using the generalized Hoek-Brown criterion显示文摘	MERIFIELD R S LYMIN A V SLOAN S W	2006	International Journal of Rock Mechanics and Mining Sciences2006，43，6：	1

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