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• Influences of nonassociated flow rules on seismic bearing capacity factors of strip footing on soil slope by energy dissipation method

  来源： 《中南大学学报(英文版)2007年第6期》——杨小礼 郭乃正 赵炼恒 邹金锋

  J. Cent. South Univ. Technol. (2007)06-0842-06  DOI: 10.1007/s11771-007-0160-7  Influences of nonassociated flow rules on seismic bearing capacity factors of strip footing on soil... 410075, China) Abstract:Seismic bearing capacity factors of a strip footing placed on soil slope were determined with both associated and nonassociated flow rules. Quasi-static representation......

• Finite element analysis of effect of soil displacement on bearing capacity of single friction pile

  来源： 《中南大学学报(英文版)2014年第5期》——WANG Li(王丽) ZHENG Gang(郑刚) OU Ruo-nan(欧若楠)

  Finite element analysis of effect of soil displacement on bearing capacity of single friction pileWANG Li(王丽)1, ZHENG Gang(郑刚)2, OU Ruo-nan(欧若楠)3(1. School of Civil and Safety Engineering, Dalian.... Bearing capacities of piles influenced by surcharge load and uniform soil movement are 2480 kN and 2630 kN, respectively, which are a little greater than that of the pile in static loading test (2400 kN......

• PHOSPHORUS REMOVAL USING STEEL SLAG

  来源： 《Acta Metallurgica Sinica2006年第6期》——S. Zhang Y.Z. Lan R. W. Smith J.K. Wang

  PHOSPHORUS REMOVAL USING STEEL SLAG S. Zhang1,Y.Z. Lan1,R. W. Smith2,J.K. Wang3 (1.Engineering and Technology Research Institute, Yunnan University,Kunming 650091, China;2.Metallurgical and Materials Department, Nevada University of Reno,NV89503 Nevada, USA;3.Yunnan Metallurgy Group Company Limited, Kunming 650031, China) Abstract:Steel slag is a byproduct produced in large amounts......

• Bearing capacity of foundation on slope determined by energy dissipation method and model experiments

  来源： 《中南大学学报(英文版)2007年第1期》——杨小礼 王志斌 邹金锋 李亮

  J. Cent. South Univ. Technol. (2007)01-0125-04 DOI: 10.1007/s11771-007-0025-0                Bearing capacity of foundation... South University, Changsha 410075, China) Abstract: To determine the ultimate bearing capacity of foundations on sloping ground surface in practice, energy dissipation method was used to formulate......

• Bearing capacity and mechanical behavior of CFG pile composite foundation

  来源： 《中南大学学报(英文版)2008年第z2期》——陈秋南 赵明华 周国华 张主华

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• Spatial distribution of chromium in soils contaminated by chromium-containing slag

  来源： 《中国有色金属学报(英文版)2009年第3期》——黄顺红 彭兵 YANG Zhi-hui 柴立元 许友泽 苏长青

  Spatial distribution of chromium in soils contaminated by chromium-containing slag HUANG Shun-hong(黄顺红)1, 2, PENG Bing(彭 兵)1, YANG Zhi-hui(杨志辉)1, CHAI Li-yuan(柴立元)1, XU You-ze(许友泽)1, SU Chang...;    Abstract: To evaluate the metal chromium (Cr) contamination of soil at a chromium-containing slag site by ferrochromium production, the contaminated sites, under slag heap......

• Evaluation of ultimate bearing capacity of Y-shaped vibro-pile

  来源： 《中南大学学报(英文版)2008年第z2期》——王新泉 陈永辉 林飞 卢孝益 张霆

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• vibration characteristics of rotor system with tilting-pad journal bearing of elastic and damped pivots

  来源： 《中南大学学报(英文版)2015年第1期》——LIU Si-yong(刘思涌) XIAO Zhong-hui(肖忠会) YAN Zhi-yong(闫志勇) CHEN Zhu-jie(陈朱杰)

  vibration characteristics of rotor system with tilting-pad journal bearing of elastic and damped pivotsLIU Si-yong(刘思涌)1, XIAO Zhong-hui(肖忠会)2, YAN Zhi-yong(闫志勇)1, CHEN Zhu-jie(陈朱杰)1(1. Department... journal bearing (TPJB) in which the pads swing and vibrate along geometric direction of preload, a TPJB of elastic and damped pivots was designed and manufactured. Vibration experiments were carried......

• Mathematical model of determination of die bearing length in design of aluminum profile extrusion die

  来源： 《中国有色金属学报(英文版)2004年第5期》——闫洪 王高潮 夏巨谌 李志刚

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• Hot deformation behaviors and flow stress model of GCr15 bearing steel

  来源： 《中南大学学报(英文版)2008年第5期》——廖舒纶 张立文 岳重祥 裴继斌 高惠菊

  J. Cent. South Univ. Technol. (2008) 15: 575-580 DOI: 10.1007/s11771-008-0108-6 Hot deformation behaviors and flow stress model of GCr15 bearing steel LIAO Shu-lun(廖舒纶)1, 2, ZHANG Li-wen(张立文)1... of GCr15 bearing steel were investigated by isothermal compression tests, performed on a Gleeble-3800 thermal-mechanical simulator at temperatures between 950 ℃ and 1 150 ℃ and strain rates between 0.1......