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Researches on the desulphurization with white mud The existing utilization of the white mud has multiple ways, such as making cement, bricks and other building materials, padding materials for the road and factory foundation, improving agricultural acid soils, the deep development of fine chemical products, etc.
These are certain limitations for all these usages, such as some compositions in the white mud make the quality of building materials difficult to have long-term stability, the weathering and soluble white mud will decrease the bearing capacity of the foundation, not enough deep research makes the promotion blocked for soil improvement, the high cost makes the development of fine chemical products limited.
His current research interests include the security, environmental and economic operation of thermal power plant Gao Wei, He is currently a professor in the school of Energy and Power Engineering, Huazhong University of Science & Technology.
Journal of Cleaner Production, 2004,12(7):759−769
Journal of Production Economics, 2008,112(2):971-984 [12] Tomasz Kasikowski, Roman Buczkowski, Marcin Cichosz.

The ratio optimization of side to main span in low-pylon cable-stayed bridge based on Yudao River Bridge Hongtao Bi 1,a Yan Li2,b 1 Architecture and Civil Engineering, Harbin University of Science and Technology, Harbin, China, 150080 2 School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China, 150090 a bihongtao1984@163.com, b liyan2011@hit.edu.cn Keywords: low-pylon cable-stayed bridge; numerical analysis; mechanical properties; ratio of side to main span; Abstract: This paper presents an optimization model for investigating the influence on the ratio of side to main span in low-pylon cable-stayed bridge.
Under the final state, the bending and tension-compression strain energy of the structure can be expressed as: (6) where S represents the total number of the girder and pylon elements, Li, Ei, Ii, Ai represent the length, material elastic modulus, moment of inertia and area of cross section, MLi，MRi，NLi，NRi represent the bending moment and axial force from two directions, Eq.6 can be changed as: (7) Where: (8) (9) (10) where represent the vector composed by the bending moment and axial force of two directions under dead-load; represent the response matrix composed by the bending moment and axial force of two directions; [B],[C] are diagonal coefficient matrix.
Journal of Southeast University. 2012, 42(03):526~530 [7] Liang Peng, Xiao Rucheng, Zhang Xuesong.
Journal of Tongji University. 2003, 31(11): 1270~1274 [8] Chen Baolin.
Sichuan Building Science, 2010.36 (4):62~66 [10] Yang Qi, Li Qiao.

Material and methods Basic profiles of test site The test site lies to a farm of Ningxia in China.
Journal of Northwest A and F University: Natural Science Edition, 2010, (7):105－110.
Journal of Maize Sciences, 2012,20(1):146-152.
Stress-induced morphogenic responses: growing out of trouble [J].Trends in Plant Science,2007,12(3):98-105．

Material and Methods To detect the crop spectral reflectance, the active system Crop Circle ACS 430 (Holland Scientific) with PolySourceTM light source was used.
Penuelas, Remote sensing of biomass and yield of winter wheat under different nitrogen supplies, Crop Science, 40 (2000) 723–731
Royo, Relationship between growth traits and spectral vegetation indices in durum wheat, Crop Sciences, 42 (2002) 1547–1555
Guo, Early detection of canopy nitrogen deficiency in winter wheat (Triticum aestivum, L.) based on hyperspectral measurement of canopy chlorophyll status, New Zealand Journal of Crop and Horticulture Science, 39 (2011) 251–262
Schmidhalter, Optimising three-band spectral indices to assess aerial N concentration, N uptake and aboveground biomass of winter wheat remotely in China and Germany, Journal of Photogrammetry and Remote Sensing, 92 (2014) 112–123.

Research On Bearing Capacity Of Axiallycompressed Short Columns Yin Yingzi1, a Zhang Yan2, b Zhao Gentian 1, a 1Architecture and civil engineering school , Inner Mongolia University Of Science & Technology, Baotou 014010, China 2Civil engineering school , Hetao College, Bayannur 015000, China a yinyingzi2005@126.com ,b yanzi0478_404@163.com Keyword:steel reinforced high－strength concrete the steel radio the stirrup ratio short-columns research Abstract: Steel reinforced concrete structure (SRC) is commonly used in high building, but the research on properties of steel reinforced high strength concrete structure (HSRC) composed of high strength concrete and steel reinforced concrete is rarely carried out.
Specimen number concrete strength grade(N/mm2) Section features b×h(mm2) main reinforcement Steel cross section size steel content( %) stirrup stirrupreinforcement ratio(%) 1 60 250×250 4Φ12 I10 2.30 6@75 0.73 2 60 200×200 4Φ12 I10 3.59 6@100 0.73 3 60 200×200 4Φ12 I12 4.53 6@100 0.73 4 60 200×200 4Φ12 I14 5.38 6@100 0.73 5 60 200Х200 4Φ12 I12 4.53 6@50 1.47 6 60 200Х200 4Φ12 I12 4.53 6@100 0.73 7 60 200Х200 4Φ12 I12 4.53 6@200 0.37 8 60 200Х200 4Φ12 I12 4.53 6@400 0.18 Table 2 Concrete Strength grade of Specimen Table 3 Standard Physical Mechanics Performance of Steel（ MPa） Specimens 1 2 3 4 fcu 57.8 55.7 55.5 64 3.2 Test load form 3.2.1 Testing apparatus The test is conducted by the 5000 kN long column test machine in building science research institute of Inner Mongolia University of Science & Technology, which is directly loaded through the hydraulic testing machine, and the load level is directly controlled by the hydraulic testing machine.
Knife hinge 4. the vertical displacement meter 5. the horizontal displacement meter 6. press the bottom Fig.4 Pattern of add load Fig.3 Experiment machine picture Table 4 Standard of concrete resistance strain piece Model Resistance value（Ω） Sensitivity coefficient Material Grade BE120-3AA 120.0±0.2 2.05±0.6% paper A Table 5 Standard of steel resistance strain piece Model Resistance value（Ω） Sensitivity coefficient Gate length x gate width Grade BE120-2AA 120.1±0.1% 2.05±0.28% 2×1 A 3.2.2 Test loading system In order to guarantee the precision of the loading point, firstly the geometry center is centered, which is auxiliary complete by a vertical line, and then using physics centering.
Journal of Dalian University of Technology, 2002（2）: 218-221 [2] Bin Li, Yang Wen, Yunyun Li.
Journal of Baotou University of Iron and Steel, 2006（2）: 197-199 [3] Chuanzheng Ma, Xiaomei Li, Lianguang Wang.

Materials and methods Experimental site and design A long-term field experiment was established in a Chinese fir plantation at Shaxian State Forest Farm of Fujian Province, China in 2004 (26º30′47″ N and 117º43′29″ E).
Acknowledgements This work was supported by the National Natural Science Foundation of China (31060109, 30771714).
Burton: Soil Science Society of America Journal Vol. 68(2004), p. 132
Tabatabai, “Soil enzymes”, In: Methods of Soil Analysis, Part 2, Microbiological and Biochemical Properties, Soil Science Society of America, Madison, WI, pp. 775-834, 1994
Makeschin: Journal of Plant Nutrition and Soil Science Vol. 169(2006), p. 76.

Materials and methods General situation of the study area Study area was located in south-central of Korqin sand land, which lied in Naiman County, Tongliao City, Inner Mongolia.
Acknowledgements This work was financially supported by National Natural Science Fund (40961021); National Social Science Fund (10XJY008); Graduate Students Research Innovation Fund (CXJJS10048).
Thanks the college of Ecology and Environmental Science of Inner Mongolia agricultural University, professor XiaoHongmei, College of Geographical Science Inner Mongolia Normal University, teacher BaoGuilan, and graduate ZhouRuirong, Wangjing, Fangyi, WuYundeji, Guojia and Zhangliying for the help of soils laboratory of the study; special thanks the Northeast Institute of Geography and Agroecology, Chinese Academy of Sciences, research fellow and director of doctor Mr.
References [1] Xiangyun Wu, Li Zhang, Yurong Ding, et al: Journal of Soil and Water Conservation, Vol.20(4) (2006), p.116-119 (In Chinese) [2] DailyGC. 1997.
(In Chinese) [7] Yuqiang Li, Halin Zhao, Xueyong Zhao, et al: Journal of Soil and Water Conservation, Vol.19 (5) (2005), p.73-76.

Adsorption is one of the efficient methods in humic acid removal.Many solid materials as adsorbents have been investigated, which include activated carbons, natural and synthetic zeolites, clays and modified clay minerals, alumina, resins, chitosan, fly ash, aminated polyacrylonitrile fibers and Mg/Al layered double hydroxides[4-7].Moreover, Cucurbiturils are one kind of new functional materials compounds which possess a hydrophobic cavity accessible through portals surrounded by polar carbonyl groups capable of including a variety of hydrophobic and the appearance of hydrophilic[8].
In this work, a new functional materials compounds of Cucurbiturilss was first used for the removal of HA from aqueous solutions which separately from amount of adsorbent , initial HA concentration, pH values and competitive anions.The proposed method had been applied to remove humic acid in wastewater with satisfactory results.
Acknowledgement This work was supported by the National Natural Science Foundation of China (2100 7050), the basal research project of Xi'an University of architecture technology (JC1 010).
Vol.78 (1998), p.18 [13] K.L.Jones,C.R.O'Melia,Protein and humic acid adsorption onto hydrophilic membrane su- rfaces: effects of pH and ionic strength, Journal of Membrane Science .165 (2000), p.31 [14] W.S.Wan Ngah, M.A.K.M.

XRD analysis on the materials aged for different time at 350℃ was undertaken in order to determine the phase transformation sequence.
Maruyama (Eds.), Ti-2007: Science and Technology, Kyoto, Japan, 2007, p.499
Chang, WD Zeng, YY Luo, YG Zhou, L Zhou, Phase Transformation and Microstructure Evolution in Near β Ti-B19 Titanium Alloy During Aging Treatment, Rare Metal Materials and Engineering. 10(2006) (In Chinese)
[6] SH Wang, GQ Shen, YM Liang, Phase transformation in Ti- 15V-3Cr-3Sn-3Al titanium alloy, Material Engineering.
[11] B Wang, ZQ Liu, Y Gao, SZ Zhang, XY Wang, Microstructural evolution during aging of Ti-10V-2Fe-3Al titanium alloy, Journal of University of Science and Technology Beijing, Mineral, Metallurgy, Material. 14(2007) 335-340

Synthesis, Crystal Structures and Properties of Two Transition Metal Complexes Based on 4, 4'-{[2, 2'-(ethane-1, 2-bicarboxymethyl)] amino- bis(acetyl)} dibenzoic acid YingYing Bing1,a, Hong Gao1,b and Ming Hu1, c, 1Inner Mongolia Key Laboratory of Chemistry and Physics of Rare Earth Materials, School of Chemistry and Chemical Engineering, Inner Mongolia University, Hohhot 010021, China aemail: bingyingying123456@126.com bemail:honggood@hotmail.com cemail(corresponding author): hm988@126.com Keywords: Transition metal, Coordination compound, Hydrothermal synthesis, Crystal structure Abstract.
Experimental Materials and Methods.
This work is financially supported by supported by the National Natural Science Foundation of China (No. 21361017), Inner Mongolia Natural Science Foundation of China (No. 2012MS0214), and the Scientific and Technological Key Research Project of Inner Mongolia Colleges & Universities (NJZZ12012).
Stang, Metal-Organic Frameworks and Self-Assembled Supramolecular Coordination Complexes: Comparing and Contrasting the Design, Synthesis, and Functionality of Metal-Organic Materials, Chem.
Wang, synthesis of Ethylenediamine tetraacetic acid derivatives containing aromatic amides, Chinese Journal of Synthetic Chemistry. 1 (2010) 71-73