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The Influence of co-existing ions on adsorbs in the aqueous phase Pb2+ by Bacillus mucilayinosus Dongqin ZHOU1,a , Shujuan DAI2,b,Dezhou WEI3,C,Shuyong YANG1 1 State Key Laboratory of Mineral Processing，BGRIM，Beijing 100044; China 2 College of Resources & Environment Hebei Polytechnic University, Tangshan, 063009,Hebei,China 3School of Resources and Civil Engineering， Northeastern University Shenyang, 110004,China acham1976@163.com, bshujuandai@163.com, cdzwei@mail.neu.edu.cn Key words: co-existing ions; bio-sorption; lead ions; heavy metals.

Comparative Analysis of the Influence of Slope Terrain on Characteristics of Horizontal and Vertical Ground Motion Response Spectrum Liping Wang1, a, Yao Zhao 2, b 1Architectural and Civil Engineering Institute, Chongqing University of Science Technology, Chongqing 401331, China 2 Yunnan Design Institute, Kunming 650032, China awangliping98@163.com, bshine12345@126.com Keywords: vertical ground motion, horizontal ground motion, response spectrum ratio, slope terrain Abstract.
Introduction In the field of earthquake engineering, it is important to research the influence of local irregular topography on Characteristics of ground motion.
This paper uses the normal incidence white noise which reflects actual engineering sensitive frequency band as input.
Moreover the height of the slopes which are frequently encountered in the practical engineering is always not too high.
References [1] Mianshui Rong, Xiaojun Li: Earthquake Research in China Vol. 23 (2007), p. 147（in Chinese) [2] Liu Hongbing, Zhu Xi: World Information on Earthquake Engineering Vol. 15 (1999), p. 20（in Chinese） [3] Yingmin Li, Liping Wang, Yao Zhao: Journal of Earthquake Engineering and Engineering Vibration Vol. 30 (2010), p. 11（in Chinese） [4] Yingmin Li, Liping Wang, Yao Zhao: Journal of Earthquake Engineering and Engineering Vibration Vol. 30 (2010), p. 156（in Chinese） [5] D.Assimaki, G.Gazetas:JEE Vol. 8 (2004), p. 1 [6] Jingbo Liu, Yixin Du, Qiushi Wen: Journal of Disaster Prevention and Mitigation Engineering Vol. 27 (2007), p. 37（in Chinese） [7] Jianfeng Zhao, Xiuli Du, Qiang Han, Liyun Li: Engineering Mechanics Vol. 24 (2007), p. 52（in Chinese）M.A.

Discuss about Stockholding Reformation of Project Management Enterprises Bao Wen Tian The School of Architecture & Civil Engineering, Inner Mongolia University of Science & Technology, Baotou 014010, China tbw0337@163.com Keywords: Advantage, Discuss, Enterprise, Project management, Stockholding Reformation.
The engineer’s performance is decisive in the whole project management.
The engineer’s interests should be coordinated and guaranteed by project management enterprises.
But in the actual project management, the engineer’s interests can’t be guaranteed accordingly.
[2] Compilation Committee of National Registered Supervision Engineer Qualification Exam.

A Review of Nanomaterial Mixtures on Asphalt Pavement Application Atqiya Muslihati1,a*, Hatijah Basri1,b and Nurani Hartatik2,3,c 1Faculty of Applied Sciences and Technology, Universiti Tun Hussein Onn Malaysia, Pagoh, Johor, Malaysia 2Department of Transportation Engineering Technology (STTS), Universiti Tun Hussein Onn Malaysia, Johor, Malaysia 3Department of Civil Engineering, Universitas 17 Agustus, Surabaya, Indonesia ahw160051@uthm.edu.my, bhatijah@uthm.edu.my, cnuranihartatik@untag-sby.ac.id Keywords: Nanomaterial, nanoclay, nanosilica, asphalt pavement.
In recent years, some modifications have been developed by researchers and engineers.
Therefore, these new findings and development may be applied directly in the field of engineer.
Chassiakos, Applications of nanomaterials in pavement engineering: a review, Tenth Int.
Abdullah et al., A review on the exploration of nanomaterials application in pavement engineering, J.

Sirilis2 and Douglas Taylor3 1Department of Civil and Environmental Engineering and Mechanical Engineering and Material Science, Rice University, Houston, Texas-77005, USA 2Department of Civil, Structural and Environmental Engineering, University at Buffalo, Buffalo 14260, NY 3Taylor Devices, Tonawanda, NY aSatish.Nagarajaiah@rice.edu Key Words: adaptive negative stiffness system; adaptive negative stiffness device; passive control; seismic protection; structural control; inelastic response Abstract.
Journal of Structural Engineering, 129, 845-856
Earthquake Engineering and Engineering Vibration, 8(4), 469–479
Journal of structural Engineering, 122(12), 1394
Journal of Engineering Mechanics, 126(6), 633–640

It has broad application prospects in the fields of industrial inspection, reverse engineering, medical care, robot vision, costume design, archaeology and so on.
Passive measurement, primarily for binocular stereo vision, is widely used in the fields of civil engineering and mobile robot, but it uses lesser in 3-D contours measurement because of the difficulties in the stereo matching.
The famous magazine CAD begins to edit the research monographs of reverse engineering in 1997[1-3].
Compared with abroad, the domestic units which research on reverse engineering are mainly universities and the innovative research is less in the area of 3D non-contact Contours measurement [12].
References [1] Sumei Ma: Study on Key Technologies for Integrated Reverse-Engineering Faced Product Rapid Development (Ph.D., Tongji University, China 2006)

Effect of Supplemental Damping on the Seismic Performance of Triple Pendulum Bearing Isolators under Near-Fault Ground Motions SIMA Rezaei1, a *, GHOLAMREZA Ghodrati Amiri2,b 1 MSC Student, Building and Housing Research Center, Tehran, Iran 2Professor, Center of Excellence for Fundamental Studies in Structural Engineering, School of Civil Engineering, Iran University of Science & Technology, Tehran, Iran, a* sima.rezaei@bhrc.ac.ir, b ghodrati@iust.ac.ir Keywords: Base Isolation, Triple Friction Pendulum Bearing, Supplemental Viscous Damper, Near-Fault Earthquake Abstract.
So the engineers are trying to introduce newer systems by modifying and improving the previous ones.
Soil Dynamics and Earthquake Engineering, 24, 815-828
[5] Morgan TA, Mahin SA. (2011) “The Use of Base Isolation Systems to Achieve Complex Seismic Performance Objectives”, Report No. 2011/06, Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley
Open system for earthquake engineering simulation.

Anchorage in geotechnical engineering [M].
China Civil Engineering Journal, vol34, issue3(2001),p7～12.
CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING, vol21, issue6(1999),p662～665.
CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING, vol21, issue3(2002),p379～384.
CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING, vol24, issue7(2005),p1134～1138.

The Consolidation State of Red Clay Determined by Cone Penetration Test Zhenyu Li 1,a, Qingqing Tian1,b and Hongbin Xiao 1,c 1College of Civil Engineering and Mechanic, Central South University of Forestry and Technology, Changsha Hunan 410004, China ahdlizhenyu@163.com, b278992191@qq.com, ctfnxhb@sina.com (corresponding author), Keywords: Red clay, cone penetration test, over consolidation ratio, consolidation state.
It can be applied to evaluate the engineering properties of red clay.
Roadbed Engineering. 5(2002),24-27 [2] Liu Songyu, Wu yankai.
The Application of Static Sounding in Engineering Geological Investigation [J].
In situ testing techniques in foundation engineering.

The domestic research has just started at present, and cannot be used in actual engineering.
Journal of Structural Engineering, 1993, 119(11), pp.3291-3309
Seismic Response of Steel Beams Coupling Concrete Walls, Journal of Structural Engineering, 1993, 119(12), pp.3611-3629
Seismic Design of Coupled Walls-A Case For Mixed Construction, Canada Journal of Civil Engineering, 1997, 24, pp.448-459
Journal of Water Resources and Architectural Engineering, 2010, 9(2), pp. 11-14,19.