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45篇 您的检索式：作者名="Muir Wood D"

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	题名	作者	年代	出处	被引量
1	A new approach to anisotropic,bounding surface plasticity:general formulation and simulation of natural and reconstituted clay behavior显示文摘	Gajo A Muir Wood D	2001	International Journal for Numerical Methods in Geomechanics2001，25，：	1
2	Severn-Trent sand: a klnematic-hardening constitutive model: the q-p formulation 显示文摘	Gajo A Muir Wood D	1999	Geotechnique1999，49，5：	1
3	A kinematic hardening constitutive model for sands: the multiaxial formulation显示文摘	GAJO A MUIR WOOD D	1999	Internaltional Journal for Numerical and Analytical Methods in Geomeehanies1999，23，9：	1
4	A Kinematic Hard- ening Constitutive Model for Natural Clays with Loss of Structure显示文摘	ROUAINIA M MUIR WOOD D	2000	Geotechnique2000，50，2：	1
5	A kinematic hardening model for natural clays with loss of structure显示文摘	Rouainia M Muir Wood D	2000	Geotechnique2000，50，2：	1
6	Strainsofteningandstateparameterforsandmodeling显示文摘	MUIR D Wood BELKHEIASR K LIU D F	1994	Geotechnique1994，44，2：	1
7	硅酸钙钙钛矿的地震波速可以解释下地幔中的大型低剪切波速省(LLSVP)显示文摘地震波记录了下地幔中的各种不均一性,然而这些信号究竟反映的是热学还是化学上的特征尚无定论,因而地震学所包含的有关深部地球性质的信息还不太明确。对观察到的地震波速的精确解译需要对地球上可能存在的所有矿物的地震学性质有所了解。	Thomson A R Crichton W A Brodholt J P Wood I G Siersch N C Muir J M R Dobson D P Hunt S A 夏群科	2019	矿物岩石地球化学通报2019，38，5：	1
8	Severn-Trent sand: A kinematic-hardening constitutive model: the q-p formulation显示文摘	Gajo A Muir Wood D	1999	Geotechnique1999，49，5：	1
9	A kinematic hardening constitutive model for natural clays with loss of structure显示文摘	ROUAINIA M MUIR Wood D	2000	Geotechnique2000，50，2：	1
10	Severn-trent sand: a kinematic hardening constitutive model: the q-p formulation显示文摘	GAJO A MUIR Wood D	1999	Gdotechnique1999，49，5：	1
11	A kinematic hardening constitutive model for natural clays with loss of structure显示文摘	ROUAINIA M MUIR WOOD D	2000	Geoteehnique2000，50，2：	1
12	A kinematic hardening constitutive model for natural clays with loss of structure显示文摘	ROUAINIA M MUIR Wood D	2000	Grotechnique2000，50，2：	1
13	Severn-Trent sand: a kinematic- hardening constitutive model: the q-p formulation 显示文摘	Gajo A Muir Wood D	1999	Geotechnique1999，49，5：	1
14	Strain softening and state parameter for sand modeling 显示文摘	Muir Wood D Belkheir K Liu D F	1994	Geotechnique1994，44，2：	1
15	Strain Softening and State Parameter for Sand Modeling显示文摘	Muir Wood D Belkheiasr K Liu D F	1994	Geotechnique1994，44，2：	1
16	Strain softening and state parameter for sand modeling显示文摘	MUIR Wood D BELKHEIASR K LIU D F	1994	Geotechnique1994，44，2：	1
17	Source near-field effects and pulse tests in soil samples显示文摘	Wood D Muir Arroyo M Greening P D	2003	Geotechnique2003，53，3：	1
18	Multiple shear band development and related instabilities in granular materials显示文摘	GAJO A BIGONI D MUIR WOOD D	2004	Journal of the Mechanics and Physics of Solids2004，52，12：	1
19	Severn-Trent sand: a Kinematic- hardening Constitutive Model: the q-p formulation 显示文摘	Gajo A Muir Wood D	1999	Geotechnique1999，49，5：	1
20	Experimental observations of behaviour of heterogeneous soils显示文摘	Muir Wood D Kumar G V	2000	Mechanics of Cohesive-Frictional Materials2000，5，5：	1

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