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Design Process Optimization Method of Indemnificatory Housing Project Based on DMAIC Theory Jian Zhu1, a, Peng Mao1,b and Mei Li2,c 1 College of Civil Engineering, Nanjing Forestry University,Nanjing,Jiangsu,210037, China 2 College of Civil Engineering, Nanjing University of Technology, Nanjing,Jiangsu,211816, China azjnanjin@163.com, bshadowsmyth@163.com, climei8750972@163.com Keywords: DMAIC Theory, Design Process, Indemnificatory Housing, Process Optimization Abstract.
In the actual mechanical process, we always proceed in some procedures at the same time, so whether the procedures can be done contemporarily is to be the critical factor which affects the total time and cost of the design process, the following is a list of six key factors: (1) Whether design the layout drawing and apply for the license of land planning can be simultaneous or not; (2) Whether we can apply for the approvals of The Fire Prevention, Branch Education Department and the license of land usage and apply for the engineering geological investigation at the same time; (3) Whether the preliminary design begins before the engineering geological investigation finished; (4) Whether the working drawing can be designed with modularity before getting the approval of relevant department for the developed design; (5) Whether can start bidding preparation before the construction drawing approved by relevant departments; (6) Whether receiving the license of layout design and the permit of
So we can entrust the engineering geological exploration work to the Geological Prospecting units when we apply for the approvals of The Fire Prevention, Branch Education Department and the license of land usage. 3) Engineering building structure design is under the influence of geological prospecting results, and some preliminary design work, such as drainage, electrical, landscape, road, and comprehensive pipeline design are less affected by geological conditions, so you can do the preliminary design and design of the comprehensive pipeline before get the report on geological exploration.
In such a case, the design units will communicate more closely with the owner, so they can send professional engineers to talk over more detailed, in-depth preliminary design with the engineers of the owner directly, which is developed design.
Because of the selection of experienced engineers in the developed design, which ensure the quality of the results without compromising, so the impact of quality on the costs can be ignored.

Snow distribution on low-rise roofs and practical analysis method Fanghui Li1, a, Meng Fan1,b, Ming Gu2,c and Shizhao Shen3,d 1 School of Architectural Engineering, Heilongjiang University, China 2 State Key Laboratory of Disaster Reduction in Civil Engineering, China 3School of Civil Engineering, Harbin Institute of Technology, China afhli_2000@163.com, b790693001@qq.com, cminggu@tongji.edu.cn, dszhshen@hit.edu.cn Key words: snow load; snow distribution; building codes; roof surface Abstract: Snow related failures can have significant impact on the safety of people who occupy snow damaged buildings.
Mellor: Blowing snow cold regions science and engineering (Part III).
Army Cold Regions Research and Engineering Laboratory (1965)
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Green’s Function Solution of Multiple Shallow-buried Cavities and Inclusions in Elastic Semi-space HongLiang Li 1, a, Lei Liu1,b 1Department of Engineering Mechanics, College of Aerospace Engineering and Civil Engineering, Harbin Engineering University, Harbin, 150001, China aleehl@sina.com, bpoyuqigu1@163.com Keywords: shallow-buried cavity; shallow-buried inclusion; Green’s Function; dynamic stress concentration factor; semi-space.
In engineering composite materials, earthquake engineering and modern municipal construction, it can be found that there are shallow-buried cavity or inclusion structure near surface.
Introduction In engineering composite materials, earthquake engineering and modern municipal construction, it can be found that there are shallow-buried cavity or inclusion structure near surface.
Key Engineering Materials,Vol.417-418(2010),p.145-148 [6] Li Hongliang, Li Hong,Yang Yong: Dynamic Stress Intensity Problem of SH-Wave by Double Linear Cracks near A Circular Hole.
Key Engineering Materials,Vol.385-387(2008), p.105-108 [7] Li Hongliang, Zhang Rui: Green's Function Solution of Semi-Cylindrical Gap with Multiple Shallow-Buried Cavities.

Research on Soil-like Slope Instability based on FEM Strength Reduction Chunming Wang a, Chunyuan Liu b, Mai Wu c and Xin Zhao d College of Civil Engineering, Hebei University of Technology, Tianjin 300401, China Civil Engineering Technology Research Center of Hebei Province, Tianjin 300401, China awangyuqi909@163.com, bcyliu_2008@hotmail.com, cwumaitj@126.com, dzhaoxintj@126.com Keywords: soil-like slope; strength reduction finite element method; safety factor.
Engineering Example Analysis General Situation of the Project.
If we do not take the two factors’ effects into consideration, the calculated results would have a big difference with the actual engineering, which will cause problems in engineering easily.
In engineering practice, taking the effect of joint and the rainfall into consideration, can prevent the engineering geological disasters more effectively, which achieves the purpose of the research.
Ding, Expression of slope stability evaluation results and slope stability criterion, Journal of Engineering Geology, Vol. 5 4 (1997)

Engineering situation and monitoring scheme Engineering situation This pier engineering is a container berth.
This paper uses a southern port soft foundation treatment as engineering background.
Some Engineering Properties of the Dredger Fill[J].
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The Monitoring and Numerical Simulation Analysis on the Construction of a Shallow Underpass Lisheng Liu 1, a, Jie Zhao 1,b 1 The R&D Center of the Civil Engineering Technology, Dalian University, Dalian 116622, China aliulis1230@163.com, bzhaojie_gd@163.com Keywords: monitoring measurement; stress release; numerical simulation; underpass.
Engineering site belongs to gentle slope belt, and the ground level changes from 25.76 m to 26.98 m.
The balance of the accuracy of the calculation and calculation for engineering should be considered to determine the calculation area.
Discussions about problems of construction mechanics in geotechnical engineering and its numerical simulation approaches [J].
Journal of Jilin Architectural and Civil Engineering Institute, 2003, 20( 2): 16-22.

Acknowledgement This thesis is supported by the Civil Aviation Joint Research Foundation (U1333129).
[3] Engineering, 2009, 20(4): 450- 454(in Chinese)ICAO．Status Engineered Material Arresting System Installations in the United States．A presentation by the North American，Central American and Caribbean Directors of Civil Aviation[G]．IGAO，2006.06.22 [4] Suits L David, sprinkle Michael M, et al.
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An analytical model of foamed concrete aircraft arresting system[J], International Journal of Impact Engineering 61 (2013) 1-12
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The original models of specimens took from some constructed engineering.
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Oganesyan1,c 1Institute of Architecture and Civil Engineering of Volgograd State Technical University, 1 Akademicheskaya str., Volgograd, 400074, Russia asusannagrant@mail.ru, boburlachenko@yandex.ru, cogoganesyan@mail.ru Keywords: "Transformer" forming system, technological intensity, high reusability, multi-functionality, composite materials.
Abramyan, Environmental Compliance during Construction, Procedia Engineering. 150 (2016) 2146–2149
Rumyantseva, Reinforcement of a Monolithic Concrete Floor Slab Using a Profiled Steel Deck, Industrial and Civil construction. 4 (2007) 25-27.
Lee, Stepwise Application of BIM-based Parametric Modeling to Tapered Slip-Form System, Procedia Engineering. 145 (2016) 112-119
Abraamyan, Making formwork systems of porous artificial wood, Engineering Journal of Don. 4 (2017).