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Study on Compressive Strength of Semantan Bamboo Culm (Gigantochloa scortechinii) Noor Zuraida Jusoh1a, Mansur Ahmad1b, Azmi Ibrahim2c 1Faculty of Applied Sciences, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia 2Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia anoorzuraida@hotmail.com, bmansu628@gmail.com, cazmii716@yahoo.com Keywords: Compressive strength, Mechanical properties, Malaysian bamboos Abstract.
References [1] Verma, C.S., Chariar, V.M., Purohit, R.: Tensile Strength Analysis of Bamboo and Layered Laminate Bamboo Composites, International Journal of Engineering Research and Applications (IJERA), Vol. 2, Issue 2, Mar-Apr (2012), p. 1253-1264
[6] Low, I.M., Che, Z.Y., Latella, B.A., Sim, K.S.: Mechanical and Fracture Properties of Bamboo, Key Engineering Materials Vol. 312 (2006), p. 15-20
[10] Chung, K.F., Yu, W.K., Journal of Engineering Structures Vol. 24 (2002), p. 429 - 442

Quantum Evolutionary Algorithm for Chemical Batch Scheduling Problem TANG Qi 1,a, LIU Peng2, b , TANG Jianxun3,c 1, 2Management School, Shenyang University of Technology, Shenyang, China, 110870 3College of Air Traffic Management, Civil aviation university of China, Tianjin, China, 300300 atangqi20050708@163.com, b342976062@qq.com Keywords: chemical industry, quantum evolutionary algorithm, batch scheduling Abstract.
Grossmann: Industral and Engineering Chemistry Research Vol. 42(13) (2003), p. 3056-3074
Floudas: Computers and Chemical Engineering Vol. 32(2008), p. 260-274
Karimi: Chemical Engineering Science Vol. 60(10)(2005), p. 2679- 2702
Karimi: Chemical Engineering Science Vol. 62(2007), p. 1549-1566.

Key Engineering Materials. 634, 151-162 (2014)
Permyakov, Sand made from crushed concrete is perspective raw material for dry building mixes, IOP Conference Series: Materials Science and Engineering (2018) 012039
European Journal of Environmental and Civil Engineering. 18 (2014) 129–172
In 10th International Conference on Environmental Engineering, ICEE 2017.

Evaluation of Undrained Shear Strength of Converting Dredged Material to Agricultural Soil Yue Gui a, Jing Cao b, Zhigang Song c, Qing Zhang d College of Civil Engineering, Kunming University of Science and Technology, Kunming, P.R.China, 650051; atreq2010@163.com, bcjlb117@sina.com, czhigang-s@163.com, devanzhangqing@126.com Keywords: dredged material; agricultural soil; undrained shear strength Abstract.
These DM has low shear strength and high natural water contents greater than its liquid limits, which can’t be utilized directly as the filling in engineering.
China Ocean Engineering, Vol.17 (1). (2003), p.133-142
[19] I.K.Lee,W.White and O.G.Ingles in: Geotechnical Engineering, edited by Pitman Publishing Inc.,(1983) , in press

Fracture Reasons and Improvements for the Running Gear of Shearers Chunyu Song 1,a, Jingru Liu 2,b and Xiujuan Zhang 1,c 1School of Mechanical Engineering, Dalian Jiaotong University, Dalian 116028,China; 2School of Ocean and Civil Engineering, Dalian Ocean University, Dalian 116023,China asongchunyu@djtu.edu.cn, bliujingru@dlou.edu.cn, czhangxiuj@djtu.edu.cn Keywords: Gear, Pin-rail, Finite Element Analysis, Contact.
Mmaclennan: Journal of Mechanical Engineering Science Vol.216(2002), P.1005-1016
Mechanical Engineering Science, 3 (2004) 131-142.

Sayadyan3,c 1Institute of Architecture and Civil Engineering of Volgograd State Technical University, 1 Akademicheskaya str., Volgograd, 400074, Russia adaudzurab@gmail.com, bshyra4a@gmail.com, ckaren3004@yandex.ru Keywords: heating of temples, comparison of heating options, comfort indicators.
When designing an individual approach is necessary, since not only thermal engineering factors, but also architectural and construction and operational factors are taken into account.
The buildings of the temple have their own peculiarities of interior decoration and often engineering systems disrupt the overall appearance of the church, which is always a factually completed architectural work of art.
However, this comparison does not give a complete assessment of the engineering solution.

Research of Computed Tomography Inversion Algorithm for Coal Face Based on Ground Penetrating Radar Feng Yang1, a, Cui Du1, b, Meng Peng2, Zequan Feng1, Yangyang Sun1, Enlai Li2 1School of Mechanical Electronic & Information Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China 2College of Geoscience and Surveying Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China aemail: yangf@cumtb.edu.cn, bemail:muyoubaiyu@gmail.com Keywords: GPR; CT Inversion; Sparse Matrix; Coal Face; Disaster Sources Abstract.
Evaluation of GPR techniques for civil-engineering applications: Study on a test site.
Journal of Environmental and Engineering Geophysics 2010;15:203-18

The Main Control Measures of Envelope Insulation Building Yun Xue1, Rong Wu2, HuiXia Wen3 The school of architecture & civil engineering, Inner Mongolia University of science and technology, Baotou, Inner Mongolia, 014010, China 1xueyun062_cn@163.com, 2wurong@163.com Keywords: Thermal insulation and energy-saving; EPS thermal insulation system; Exterior window insulation system; Control measures Abstract.
The construction of envelope insulation building is an important part of building energy-saving engineering.
The construction of envelope insulation building is an important part of building energy-saving engineering.
With the excellent insulation properties, science structure and mature technology, it widely promoted and applied in the severe cold and cold regions. 1.1 Strengthen the materials performance re-inspection of the insulation system The component materials properties and structure mode of the insulation system directly influence the energy-saving effect and durability of the external insulation engineering.

Sensibility Analysis of Mechanical and Geometrical Parameters On Soil Slope Stability YANG Xusheng Department of Civil Engineering, Beijing Jiao tong University 100044 Beijing china yangxusheng0505@163.com Key Word: slope stability, grey correlation analysis method, shear strength reduction theory, influencing factor, FLAC2D Abstract.
Introduction There are many factors influence slope stability in slope engineering, basically have landscapes, rock nature, human engineering activities groundwater, earthquake, [1-3].
The results show that cohesion of the soil, the density and the internal friction angle are the most sensitive factors to the slope stability, and the dilatancy angle, slope angle and the slope height are taken second place, so that, we must get the values of the most sensitive factors based on the indoor and field test in artificial slope of geotechnical engineering.
[2] Zhiyi Li: Introduction of engineering geology.
Journal Of Bulletin of Engineering Geology and the Environment, 2004, pp: 25-32

Therefore, before engineers can begin to design bridges to withstand blast loads, they need to develop an understanding of the principles of blast wave propagation and its potential effects on bridge structures.
So, for safe consideration, the peak pressure value can be obtained by the following equation in practice according to China Military Engineering Design Code
Special thanks are given to Jiangxi Provincial Traffic Engineering Quality Inspection Center for the in-site inspection efforts and pictures.
Journal of Structural Engineering, Vol. 131, No. 8:1243–1255 [3] Designers Notebook Blast Considerations Part 1.www.cpci.ca [4] Hu Z.J., and Hu Z.F.(2010) ”Characteristic study of blast loads for bridge structures.”
Proc. the 19th Conference of the Bridge Society of Chinese Civil Engineering Society