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	题名	作者	年代	出处	被引量
1	A simplified approach to assess seismic stability of tailings dams显示文摘In the zones of high seismic activity, tailings dam should be assessed for the stability against earthquake forces. In the present paper, a simplified method is proposed to compute the factor of safety of tailings dams. The strain-dependent dynamic properties are used to assess the stability of tailings dams under seismic conditions. The effect of foundation soil properties on the seismic stability of tailings dams is studied using the proposed method. For the given input parameters, the factor of safety for lowfrequency input motions is nearly 26% lower than that for high-frequency input excitations. The impedance ratio and the depth of foundation have significant effect on the seismic factor of safety of tailings dams. The results from the proposed method are well compared with the existing pseudo-static method of analysis. Tailings dams are vulnerable to damage for low-frequency input motions.	Sanjay Nimbalkar V.S.Ramakrishna Annapareddy Anindya Pain	2018	Journal of Rock Mechanics and Geotechnical Engineering2018，10，6：	2
2	Particle breakage of granular materials during sample preparation显示文摘Particle breakage is commonly observed in granular materials when subjected to external loads. It was found that particle breakage would occur during both sample preparation and loading stages. However,main attention was usually paid to the particle breakage behaviour of samples during loading stage. This study attempts to explore the breakage behaviour of granular materials during sample preparation.Triaxial samples of rockfill aggregates are prepared by layered compaction method to achieve different relative densities. Extents of particle breakage based on the gradings before and after test are presented and analysed. It is found that particle breakage during sample preparation cannot be ignored. Gradings after test are observed to shift away from the initial grading. Aggregates with larger size that appear to break are more than the smaller-sized ones. Irrespective of the initial gradings, an increase in the extent of particle breakage with the increasing relative density is observed during sample preparation.	Yifei Sun Sanjay Nimbalkar Chen Chen	2019	Journal of Rock Mechanics and Geotechnical Engineering2019，11，2：	2
3	Knowledge and attitudes regarding neonatal pain among nursing staff of pediatric department: an Indian experience 显示文摘	Nimbalkar A S Dongara A R Phatak A G	2014	Pain Manage Nurs2014，15，1：	1
4	Seismic passive resistance by pseudo-dynamic method 显示文摘	Choudhury D Nimbalkar S	2005	Geotechnique2005，55，9：	1
5	Emulsifyable air drying urethane alkyds显示文摘	ATHAWALE V D NIMBALKAR R V	2010	Progress in Organic Coatings2010，67，1：	1
6	An experimental investiga- tion of the optimum geometry for the cold end orifice of a vortex tube 显示文摘	Nimbalkar S U Muller M R	2009	Applied Thermal Engineering2009，29，23：	1
7	Pseudo-dynamic approach of seismic active earth pressure behind retaining wall显示文摘	CHOUDHURY D NIMBALKAR S S	2006	Geotechnical and Geological Engineering2006，24，5：	1
8	Salt stress effects on growth and mineral nutrition of French beans显示文摘	BHIVARE V N NIMBALKAR J D	1974	Plant and Soil1974，80，：	1
9	Seismic passive resistance by pseudo-dynamic method 显示文摘	CHOUDHURY D NIMBALKAR S	2005	Geotechnique2005，55，9：	1
10	Seismic passive resistance by pseudo-dynamic method显示文摘	CHOUDHURY D NIMBALKAR S	2005	Geotechnique2005，55，9：	1
11	Seismic rotational displacement of gravity walls by pseudo-dynamic method: passive case显示文摘	CHOUDHURY D NIMBALKAR S	2007	Soil Dynamics and Earthquake Engineering2007，27，3：	1
12	Seismic rotational displacement of gravity walls by pseudo-dynamic method: Passive case 显示文摘	CHOUDHURY D NIMBALKAR S	2007	Soil Dynamics and Earthquake Engineering2007，27，3：	1
13	Sliding stability and seismic design of retaining wall by pseudo-dynamic method for passive case 显示文摘	NIMBALKAR S CHOUDHURY D	2007	Soil Dynamic Earthquake Engineering2007，27，6：	1
14	Transforming growth factor facilitates β-TrCP-mediated degradation of Cdc25A in a Smad3- dependent manner显示文摘	Ray D Terao Y Nimbalkar D	2005	Mol Cell Biol2005，25，8：	1
15	Pseudo-dynamic approach of seismic active earth pressure behind retaining wall 显示文摘	CHOUDHURY D NIMBALKAR S	2006	Journal of Geotechnical Geological Engineering2006，24，1：	1
16	Seismic passive resistance by pseudodynamic method 显示文摘	Choudhury D Nimbalkar S	2007	Geotechnique2007，，9：	1
17	Seismic passive resistance bypseudo-dynamic method显示文摘	CHOUDHURY D NIMBALKAR S	2005	Géotechnique2005，55，69：	1
18	Synthesis and characteriza- tion of canola oil alkyd resins based on novel acrylic monomer ( At- bs) 显示文摘	NIMBALKAR R V ATHAWALE V D	2010	Journal of the American Oil Chemists'' Society2010，87，8：	1
19	Salt stress effects on growth and mineral nutrition of French beans 显示文摘	Bhivare V N Nimbalkar J D	1974	Plant and Soil1974，80，：	1
20	Transforming growth factor beta facilitates beta-TrCP-mediated degradation of Cdc25A in a Smad3-dependent manner显示文摘	Ray D Terao Y Nimbalkar D	2005	Mol Cell Biol2005，25，8：	1

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