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64篇 您的检索式：作者名="Haberfield C"

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	题名	作者	年代	出处	被引量
1	A three dimensional slope stability analysis method using the upper bound theorem(H): numerical approaches,applications and extensions 显示文摘	Wang Xiao-gang Chen Zu-yu Haberfield C	2001	International Journal of Rock Mechanics Mining Sciences2001，38，：	2
2	Direct shear test of sandstone-concrete joints显示文摘	GU X F SEIDEL J P HABERFIELD C M	2003	International Journal of Geomechanics2003，3，1：	1
3	A three-dimensional slope stability analysis method using the upper bound theorem Part Ⅰ theory and methods显示文摘	Chen Zuyu Wang Xiaogang Haberfield C		0，，：	1
4	Laboratory testing of concrete-rock joints in constant normal stiffness direct shear显示文摘	Seidel J P Haberfield C M	2002	Geotechnical Testing Journal2002，25，4：	1
5	A three-dimensional slope stability analysis method using the upper bound theorem, Part I: Theory and methods显示文摘	CHEN Zu-yu WANG Xiao-gang HABERFIELD C	2001	International Journal of Rock Mechanics & Mining Sciences2001，38，：	1
6	Laboratory testing of concrete-rock joints in constant normal stiffness direct shear显示文摘	SEIDEL J P HABERFIELD C M	2002	Geotechnical Testing Journal2002，25，4：	1
7	The application of energy principles to the determination of the sliding resistance of rock joints 显示文摘	Seidel J P Haberfield C M	1995	Rock Meehannics and Rock Engineering1995，28，4：	1
8	Some recent advances in the modeling of soft rock joints in direct shear显示文摘	Haberfield C IA Seidel J P	1999	Geotechnical and Geological Engineering1999，17，3：	1
9	A mechanistically-based model for rough rock joints 显示文摘	Haberfield C M Johnston I W	1994	International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts1994，31，4：	1
10	Laboratory Testing of concreterock joints in constant normal stiffness direct shear显示文摘	SEIDEL J P HABERFIELD C M	2002	Geotechnical testing Journal2002，25，4：	1
11	A theoretical model for rock joints subjected to constant normal stiffness direct shear显示文摘	SEIDEL J P HABERFIELD C M	2002	International Journal of Rock Mechanics and Mining Sciences2002，39，5：	1
12	A three-dimensional slope stability analysis method using the upper bound theorem, part I: theory and methods显示文摘	CHEN Zuyu WANG Xiaogang HABERFIELD C	2001	International Journal of Rock Mechanics and Mining Sciences2001，38，3：	1
13	A three dhnensionat slope stability analysis method using the upper bound theorem, part 1 : theory and methods 显示文摘	Chen Z Y Wang X G Haberfield C	2001	International Journal of Rock Mechanics and Mining Sciences2001，38，36：	1
14	A three-dimensional slope stability analysis method using the upper bound theorem, part Ⅰ: theory and methods显示文摘	CHEN Z Y WANG X G HABERFIELD C	2001	International Journal of Rock Mechanics and Mining Sciences2001，38，3：	1
15	A three-dimensional slope stability analysis method using the upper bound theorem,part Ⅰ:theory and methods显示文摘	Chen Z Y Wang X G Haberfield C	2001	Internatonal Journal of Rock Mechanics and Mining Sciences2001，38，3：	1
16	A three-dimensional slope stability analysis method using the upper bound theorem,part Ⅱ:numerical approaches,applications and extensions显示文摘	Chen Z Y Wang X G Haberfield C	2001	International Journal of Rock Mechanics and Mining Sciences2001，38，3：	1
17	A three-dimensional slope stability analysis method using the upper bound theorem-part Ⅰ: theory and methods显示文摘	CHEN Zu-yu WANG Xiao-gang HABERFIELD C	2001	International Journal of Rock Mechanics & Mining Sciences2001，38，3：	1
18	A three-dimensional slope stability analysis method using the upper bound theorem part Ⅰ :theory and methods显示文摘	CHEN ZUYU WANG XIAOGANG HABERFIELD C	2001	International Journal of Rock Mechanics & Mining Sciences2001，38，3：	1
19	A three-dimensional slope stability analysis method using the upper bound theorem,part I:theory and methods显示文摘	Chen Z Y Wang X G Haberfield C	2001	International Journal of Rock Mechanics and Mining Sciences2001，38，2：	1
20	The application of energy principles to the detrmination of the sliding resistance of rock joints显示文摘	Seidel J P Haberfield C M		0，，4：	1

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