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Online since: January 2012
Authors: Cui Feng Du, Jian Hua Du, Hong Shuang Li
A Numerical Simulation of Surface Deformation Due to Ore Drawing Perturbation
Hongshuang Li1,a, Jianhua Du2,b and Cuifeng Du3,c
1 School of Civil and Environment Engineering ,University of Science and Technology Beijing, Beijing 100083,P.R.CHINA
2 School of Civil and Environment Engineering ,University of Science and Technology Beijing, Beijing 100083,P.R.CHINA
3 School of Civil and Environment Engineering ,University of Science and Technology Beijing, Beijing 100083,P.R.CHINA
a li_hongshuang@126.com, b magicdna@126.com,cducuifeng@126.com
Keywords: covering layer;loess;PFC;ore drawing
Abstract.
Correctly select the material parameters in PFC2D model is the key to simulate mining process of natural caving.
Reseach on the Mechanism and Controlling Method of the Underground Debris Flow in Jinshandian Iron Mine,Beijing:University of Science and Technology Beijing(2010) [4].
PFC and Application Case of Caving Study,Chinese Journal of Rock Mechanics and Engineering,vol.25, pp.1927-1931(2006) [5].
Wang Lianqing;Gao Qian;Wang Jianguo;Numerical simulation of natural caving method based on particle flow code in two dimensions,Journal of University of Science and Technology Beijing,vol.29, pp.557-561(2007) [6].
Correctly select the material parameters in PFC2D model is the key to simulate mining process of natural caving.
Reseach on the Mechanism and Controlling Method of the Underground Debris Flow in Jinshandian Iron Mine,Beijing:University of Science and Technology Beijing(2010) [4].
PFC and Application Case of Caving Study,Chinese Journal of Rock Mechanics and Engineering,vol.25, pp.1927-1931(2006) [5].
Wang Lianqing;Gao Qian;Wang Jianguo;Numerical simulation of natural caving method based on particle flow code in two dimensions,Journal of University of Science and Technology Beijing,vol.29, pp.557-561(2007) [6].
Online since: May 2011
Authors: Guo Sheng Jiang, Xian Chao Xiang
The material is much different from homogeneous and continuous soil [1-3], and poses difficulties in situ sample acquisition and laboratory geomaterial tests.
Alternatively, the assembly can be assumed that represents a material of low initial porosity.
Acknowledgements The research work is supported by the china postdoctoral science foundation (20090461003), the natural science foundation of Hubei province (2008CDB052), the science research project of the educational commission of Hubei province (Q20081302) and the director foundation of the key laboratory of geological hazards on three gorges reservoir area of ministry of education (2008ZRJ03).
International Journal of Rock Mechanics and Mining Sciences, 2004, 41 (3): 494-499 [2] Xinhua YOU.
International Journal of Rock Mechanics and Mining Sciences, 2008, 45(5): 749-762 [4] PFC2D (Particle Flow Code in 2 Dimensions).
Alternatively, the assembly can be assumed that represents a material of low initial porosity.
Acknowledgements The research work is supported by the china postdoctoral science foundation (20090461003), the natural science foundation of Hubei province (2008CDB052), the science research project of the educational commission of Hubei province (Q20081302) and the director foundation of the key laboratory of geological hazards on three gorges reservoir area of ministry of education (2008ZRJ03).
International Journal of Rock Mechanics and Mining Sciences, 2004, 41 (3): 494-499 [2] Xinhua YOU.
International Journal of Rock Mechanics and Mining Sciences, 2008, 45(5): 749-762 [4] PFC2D (Particle Flow Code in 2 Dimensions).
Online since: April 2014
Authors: Teng Yue Wang, Xi Hong Li, Lan Chen, Xia Liu
The regularity of symptoms of “Mesophyll collapse” as well as the difference of metabolic enzymes (Being related to the chilling injury) between healthy fruits and diseased fruits in storage is being analyzed in this paper so as to provide preliminary basis for clearly regulating the relevant metabolic pathway of “Mesophyll collapse”.
2 Materal and Method
2.1 Plant Materials and Sample Preparation.
One activity unit is defined as: Under the measured conditions, 1g fresh weight of test materials causes the absorbance value changes of 0.001 in 1min. 3 Results and discussion 3.1 Symptoms and disease regularity of “Mesophyll collapse” of Lingwu Long Jujube There are no symptoms of disease to Lingwu Long Jujube under the normal temperature conditions, while the symptoms begin to occur in 7~10 days after the low temperature pre-cooling or storage.
Ningxia Journal of Agriculture and Forestry Science, 2002, (3): 33-34
Journal of Shanxi Agricultural Sciences, 2000,28 (3):75-79
Hubei Agricultural Sciences, 2009,48 (2): 338-340.
One activity unit is defined as: Under the measured conditions, 1g fresh weight of test materials causes the absorbance value changes of 0.001 in 1min. 3 Results and discussion 3.1 Symptoms and disease regularity of “Mesophyll collapse” of Lingwu Long Jujube There are no symptoms of disease to Lingwu Long Jujube under the normal temperature conditions, while the symptoms begin to occur in 7~10 days after the low temperature pre-cooling or storage.
Ningxia Journal of Agriculture and Forestry Science, 2002, (3): 33-34
Journal of Shanxi Agricultural Sciences, 2000,28 (3):75-79
Hubei Agricultural Sciences, 2009,48 (2): 338-340.
Online since: July 2015
Authors: Roman Yatskiv, Jan Grym, Viet Hung Pham, Tesfaye Gebre, María Verde, Ondřej Černohorský, Jan Lorinčík, James H. Dickerson
EPD is a technologically facile and largely scalable technique, which allows for the deposition of materials onto semiconductor wafers whose diameter (several inches) is broadly used by industry.
ACS Applied Materials & Interfaces 3 (2011) 3611-3615
Semiconductor Science and Technology 28 (2013) 045006
Journal of Colloid and Interface Science 215 (1999) 159-166
Journal of the American Ceramic Society 83 (2000) 1399-1401.
ACS Applied Materials & Interfaces 3 (2011) 3611-3615
Semiconductor Science and Technology 28 (2013) 045006
Journal of Colloid and Interface Science 215 (1999) 159-166
Journal of the American Ceramic Society 83 (2000) 1399-1401.
Online since: August 2014
Authors: Yong Yin, Chao Yong Zhang, De Jun Chen
Applied Mechanics and Materials(2014), 526 (2014) pp 222-229
[3] A.
Science(2005)., 308(29), pp 639-641 [4] M E J Newman.
Modeling strategic alliances in the wide-body long-range aircraft market, Journal of Air Transport Management(2007), 13(3): 139-148
Journal of Operations Management (2001),19: 351-366
A Network Approach to Define Modularity of Components in Complex Products, Journal of Mechanical Design (2007), 129: 1118
Science(2005)., 308(29), pp 639-641 [4] M E J Newman.
Modeling strategic alliances in the wide-body long-range aircraft market, Journal of Air Transport Management(2007), 13(3): 139-148
Journal of Operations Management (2001),19: 351-366
A Network Approach to Define Modularity of Components in Complex Products, Journal of Mechanical Design (2007), 129: 1118
Online since: September 2013
Authors: Xiao Wei Jiang, Qiu Lei Du
Acknowledgement
This study is supported by the Key Self-Service Subject of the Twelfth Five-Year Plan of Educational Science of Jilin Province under the grant No.
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References [1] Haijun Zhu: Journal of Chengdu University Vol. 18 (1999), p. 62 [2] Zejun Chen, Zheng Zhou and Xiaofang Yang: Higher Architectural Education (2011), p. 142 [3] Ying Peng: Journal of Guilin University of Electronic Technology Vol. 28 (2008), p. 171 [4] Hongxian Zhang, Bing Li and Xuexiao Geng: Science and Technology Information (2011), p. 247 [5] Li Wang: China Science and Technology Information Vol. 12 (2011), p. 158 [6] Jiang Xiaowei and Cheng Xianchun: Applied Mechanics and Materials Vol. 252 (2012), p. 394 [7] Jianian Liang, Li Zeng and Xinping Yuan: Journal of Higher Education Research (2012), p.80 [8] Xiaowei Jiang: Advance Journal of Food Science and Technology, Vol. 5(2013), p. 926
Online since: April 2012
Authors: Ze Ping Xu, Chuan Lun Yang, Xin Qing Zhang, Xiu Zhi Wang, Bao Sheng Huang
Material
Instrument.
[6] Xinhai Liu, Zhengmng Li, and Baolei Wang: Chinese Journal of Pesticide Science Vol. 8 (2006), p. 1-7, in Chinese
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[17] Xiaoyan Wang and Mudan Xu: Science and Technology of Food Industry Vol. 29 (2008), p. 271-273, in Chinese.
Online since: October 2013
Authors: Jian She Liu, Guo Ri Dong
Effects of Cr3+ on COD Changes of SBR Activated Sludge System with Different Chromium Loads and Different Initial SVIs
Dong Guori1,2,a , Liu Jianshe2,b
1Department of Environmental Science and Engineering , Northeastern University at Qinhuangdao , Qinhuangdao 066004, Hebei , China
2School of Resources Processing and Bioengineering , Central South University, Changsha 410083 , Hunan, China
a dgrcsu@163.com, b ljscsu@263.net
Keywords: chromium, SBR, tolerance range, non-tolerance range, chromium load, initial SVI
Abstract.
Materials and Methods Source and Quality of Experimental Water.
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Materials and Methods Source and Quality of Experimental Water.
(in chinese) [3] Wang Hongqin: operation control and maintenance management of Urban sewage treatment plant (Beijing: Science Press,China 1999).
:Journal of Bacteriology ,Vol.182-17 (2000) ,p.4899 [7] Ye Jinshao, Yin Hua, Peng Hui:Techniques and Equipment for Environmental Pollution Control,Vol.3-4 (2002) ,p.1(in chinese) [8] WANG Fadong, HUANG Yong, GAO Hong:Journal of Shenyang Archit Civil Eng Univ: Nat Sci, Vol.19-2 (2003) ,p.154(in chinese) [9] CHEN Guo-wei, XI Peng-ge, CHEN Hui:Journal of Hefei University of Technology(Natural Science), Vol.28-2 ( 2005) ,p.150(in chinese) [10] CHEN Chun , HE Zhan-hang: Henan Chemical Industry, Vol.22(2005), p.17(in chinese) [11] MCDERMOTT GN,MOOREWA, ETTINGERMB:J Wat Control Fed , Vol.36(1965),p.226 [12] Dong Guori, Liu Jianshe, Zhou Hongbo, et al: Chinese Journal of Environmental Engineering, Vol.4-4(2010),p.847(in chinese) [13] SHEN Xiang-xin,LI Xiao-ming,ZENG Guang-ming, et al: Industrial Water & Wastewater, 2006,Vol.37-4(2006),p.7 (in chinese) [14] Chen Yuehui, Zhang Wei , Wang Aihe:Science & Technology Information,Vol.21(2010), p.385.
Online since: January 2006
Authors: Ming Horng Su, Hung Chang Chen
Materials Letters, Vol. 51 (1) (2001), p. 7
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Journal of Physics-Condensed Matter; Vol. 13 (26) (2001), L589-L594 [10].
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Online since: August 2013
Authors: Ning Zhuang, Ou Yang Feng, Chen Fang, Hai Long Huang
All kinds of material physical parameters are shown in Table 1.
Table 1 Materials physical parameters Material Elastic modulus (MPa) Density (kN/m3) Poisson's ratio Concrete 3.25×104 24.5 0.167 Granite body 3.0×104 25.0 0.3 Backfill stone 1.2×104 18.0 0.27 Figure 1 The calculation model of whole wharf Figure 2 The calculation model of slab High Pile Wharf Slab Dynamic Calculation Calculation Groups.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (Grant No. 40776053) and the Fundamental Research Funds for the Central Universities (Grant No. 2010B02714).
References [1] GUO Da and CAI Baohua: Journal of East China Water Resources University, Vo1.14-33. (1980 ) (in Chinese) [2] Ju, S.H.: Computers and Structures Vo81. 1487-1497 (2003) [3] Kim, S.E., Choi S.H. and Ma S.S: Journal of Constructional Steel Research Vo59. 91-108 (2003) [4] Leifer, I. and Wilson, K.: Marine Pollution Bulletin Vo54. 1495-1506 (2007) [5] YAN Yixin, GAO Jin, MAO Lihua: China Ocean Engineering Vo14. 525-532(2000) [6] ZHENG Jinhai, YAN Yixin, ZHU Yuliang: China Ocean Engineering Vo16. 227-238 (2002) [7] ZHENG Jinhai: Progress in Natural Science Vo17. 1067-1073 (2007) [8] ZHOU Yi-ren, CHEN Guo-ping, Wang Deng-ting:Journal of Hydrodynamics Vo16.220-226 (2004) [9] ZHANG Zhiming: Port & Waterway Engineering Vo394. 131-37 (2006) (in Chinese) [10] ZHU Linxiang: Shanghai construction and technology Vo4. 3-5 (2005) (in Chinese) [11] LU Sheng-jun, CHEN Guo-ping, YAN Shi-chang, ZHOU Song-ze:Port & Waterway Engineering Vo 460. 32-37. (2011) [12] K.Murali
, V.Sundar, Kannayya Setti: Journal of Waterway, Port, Coastal, and Ocean Engineering Vo 135.269-277. (2009) [13] CHEN Guo-ping, Meng Yan-qiu , YAN Shi-chang: China Ocean Engineering Vo24.67-78 (2010) (in Chinese)
Table 1 Materials physical parameters Material Elastic modulus (MPa) Density (kN/m3) Poisson's ratio Concrete 3.25×104 24.5 0.167 Granite body 3.0×104 25.0 0.3 Backfill stone 1.2×104 18.0 0.27 Figure 1 The calculation model of whole wharf Figure 2 The calculation model of slab High Pile Wharf Slab Dynamic Calculation Calculation Groups.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (Grant No. 40776053) and the Fundamental Research Funds for the Central Universities (Grant No. 2010B02714).
References [1] GUO Da and CAI Baohua: Journal of East China Water Resources University, Vo1.14-33. (1980 ) (in Chinese) [2] Ju, S.H.: Computers and Structures Vo81. 1487-1497 (2003) [3] Kim, S.E., Choi S.H. and Ma S.S: Journal of Constructional Steel Research Vo59. 91-108 (2003) [4] Leifer, I. and Wilson, K.: Marine Pollution Bulletin Vo54. 1495-1506 (2007) [5] YAN Yixin, GAO Jin, MAO Lihua: China Ocean Engineering Vo14. 525-532(2000) [6] ZHENG Jinhai, YAN Yixin, ZHU Yuliang: China Ocean Engineering Vo16. 227-238 (2002) [7] ZHENG Jinhai: Progress in Natural Science Vo17. 1067-1073 (2007) [8] ZHOU Yi-ren, CHEN Guo-ping, Wang Deng-ting:Journal of Hydrodynamics Vo16.220-226 (2004) [9] ZHANG Zhiming: Port & Waterway Engineering Vo394. 131-37 (2006) (in Chinese) [10] ZHU Linxiang: Shanghai construction and technology Vo4. 3-5 (2005) (in Chinese) [11] LU Sheng-jun, CHEN Guo-ping, YAN Shi-chang, ZHOU Song-ze:Port & Waterway Engineering Vo 460. 32-37. (2011) [12] K.Murali
, V.Sundar, Kannayya Setti: Journal of Waterway, Port, Coastal, and Ocean Engineering Vo 135.269-277. (2009) [13] CHEN Guo-ping, Meng Yan-qiu , YAN Shi-chang: China Ocean Engineering Vo24.67-78 (2010) (in Chinese)