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29篇 您的检索式：作者名="NIEMUNIS"

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	题名	作者	年代	出处	被引量
1	Strain accumulation in sand due to cyclic loading: drained triaxial tests显示文摘	WICHTMANN T NIEMUNIS A TRIANTAFYLLIDIS T	2005	Soil Dynamics and Earthquake Engineering2005，25，：	1
2	Validation and calibration of a high-cycle accumulation model based on cyclic triaxial tests on eight sands显示文摘	WICHTMANN T NIEMUNIS A TRIANTAFYLLIDIS T	2009	Soils and Foundations2009，49，5：	1
3	Correlation of cyclic preloading with the liquefaction resistance 显示文摘	WICHTMANN T NIEMUNIS A TRIANTAFYLLIDIS T	2005	Soil Dynamics and Earthquake Engineering2005，25，12：	1
4	Strain accumulation in sand due to drained cyclic loading:On the effect of monotonic and cyclic preloading显示文摘	WICHTRMANN T NIEMUNIS A TRIANTAFYLLIDIS T		0，，08：	1
5	On the influence of the polarization and the shape of the strain loop on strain accumulation in sand under high-cyclic loading显示文摘	WHICHTMANN T NIEMUNIS A TRIANTAFYLLIDIS T	2007	Soil Dynamics and Earthqttake Engineering2007，27，1：	1
6	A high-cycle accumulation model for sand显示文摘	NIEMUNIS A WICHTMANN T TRIANTAFYLLIDIS T	2005	Computers and Geotechnics2005，32，：	1
7	A visco-plastic model for clay and its FE implementation显示文摘	NIEMUNIS A	1996	Soils and Foundations1996，36，1：	1
8	Strain accumulation in sand due to cyclic loading: Drained triaxial tests显示文摘	WICHTMANN T NIEMUNIS A TRIANTAFYLLIDIS T	2005	Soil Dynamics and Earthquake Engineering2005，25，12：	1
9	A high-cycle accumulation model for sand显示文摘	NIEMUNIS A WICHTMANN T TRIANTAFYLLIDIS T	2005	Computers and Geoteehnics2005，32，4：	1
10	Hypoplastic model for cohesionless soils with elastic strain range显示文摘	NIEMUNIS A HERLE I	1997	Mechanics of Cohesive-frictional Material1997，2，4：	1
11	A visco-hypoplastic model for clays and its FE implementation显示文摘	NIEMUNIS A	1996	Soils and Foundations1996，36，1：	1
12	A high-cycle accumulation model for sand显示文摘	Niemunis A Wichtmann T Triantafyllidis T	2005	Computer and Geotechnics2005，32，4：	1
13	Failure criterion, flow rule and dissipation function derived from hypoplasticity 显示文摘	Wu W Niemunis A	1996	Mechanics of Cohensive-Frictional Materials1996，1，2：	1
14	Hypoplastic model for cohesive soils with elastic strain range 显示文摘	Niemunis A Herle I	1997	Mechanics of Cohesive Materials1997，2，4：	1
15	On the influence of the polarization and the shape of the strain loop on strain accumulation in sand under high-cyclic loading显示文摘	WHICHTMANN T NIEMUNIS A TRIANTAFYLL1DIS T H	2007	Soil Dyn and Earthquake Eng2007，27，1：	1
16	FE-studies on shearlocalization in an anistropic micro-polar hypoplastic granular material 显示文摘	Tejchman J Niemunis A	2006	Granular Matter2006，，8：	1
17	Hypoplastic model for cohensionless soils with elastic strain range 显示文摘	NIEMUNIS A HERLE I	1997	Mechanics of Cohesive- frictional Material1997，，2：	1
18	Strain Accumulation in Sand due to Cyclic Loading: Drained Cyclic Tests with Triaxial Extension显示文摘	WICHTMANN T NIEMUNIS A TRIANTAFYLLIDIS T H	2007	Soil Dy- namics and Earthquake Engineering2007，27，1：	1
19	Hypoplastic model for cohesionless soils with elastic strain range 显示文摘	Niemunis A Herle I	1997	Mechanics of Cohesive-Frictional Materials1997，，2：	1
20	Viscous behaviour of soil under oedomet- ric conditions 显示文摘	Niemunis A Krieg S	1996	Canadian Geotechnical Journal1996，，33：	1

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