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Research on Erosion Mechanical Parameters of Wind-Sand Environmentin the Central and Western Region of Inner Mongolia Hao Yunhong 1,a, He Peiyuan1,b and Wu Anli 1,c 1School of Civil Engineering, Inner Mongolia University of Technology, Hohhot, Inner Mongolia , 010051, China ahaoyunhong_hyh@163.com, bhepeiyuan3504@163.com, cwuanli139@163.com Keywords: Wind-Sand environment; erosion; mechanical parameters Abstract.
The results will provide the basis for protecting engineering materials and structures not to erode by wind-sand environment.
The results will provide the basis for protecting engineering materials and structures not to erode by wind-sand environment.
Kubuqi Desert is the seventh largest desert, its area is approximately 16,100 square kilometers, which is one of the major sand sources that affects the dust weather in central and western regions of Inner Mongolia, there are good engineering background and practical significance to take sand from this desert.

The results showed that the correction values were corresponding well with experimental data and meeted the engineering accuracy.
China Civil Engineeringjournal, 1999, (2) ：3~7
Mechanics in Engineering, 2001, 17(4):44~47
Engineering Mechanics, 2000，17 (3) ：37~ 42
Experiments on composite beams[C].The Structural Engineer, November，1964,42 (11).

Materials for Extension Low-income Housing: The Case of Bang Bua Community in Bangkok, Thailand Nayatat Tonmitr Department of Civil Engineering and Architecture, Faculty of Engineering, University of the Ryukyus, 1 Senbaru, Nishihara, Okinawa, 903-0213, Japan Faculty of Architecture, Khon Kaen University, Khon Kaen, 40002, Thailand nayatat@hotmail.com Keywords: Building materials, Extension, Space conversion, Thailand, Urban poor housing Abstract.
This paper focuses on an architectural engineering point of view to explore the housing phenomena with its conversion as well as the usage of extension materials.
While little attention has been focused on the architectural engineering field, this paper makes an effort to focus on materials for extension of low-income housing.
[2] Tonmitr, N, Ogura, N and Nanta, P: Design Contribution of Two Major Nationwide Low-income Housing Approaches in Thailand, The 4th KKU International Engineering Conference (KKU-IENC 2012), pp. 594-599, (2012)

The Analysis of Judging Criterion And The Influence of Shear-span Ratio to The Failure Model In Frame Short Column GAO Lin1, a, XU Guoqiang1,b and CHEN Juannong1,c 1Earthquake Engineering Research Center of Hebei Province, Hebei United University, Tangshan, Hebei 063009 China agaolin_heut@126.com, bxgq1973@126.com, cchenjuannong@163.com Keywords: frame short column, shear-span ratio, height-width ratio, mechanical properties.
Whether they have consistency has been raised attention by the engineering personnel.
However, Two methods are whether equivalent or not and which method is more suitable for the engineering, we must pay close attention.
Higher reinforced concrete structure: civil engineering graduate student series textbook [M].
The world earthquake engineering. 2001(2): l-7

Engineering Structures, 2002, 24: 923- 932
Engineering Structures, 2007, 29: 1343-1353
Journal of Materials in Civil Engineering, 2001, 13(3): 209-215
In: Proceedings of the International Conference on FRP Composite in Civil Engineering, Hong Kong, 2001.
Journal of Materials in Civil Engineering, ASCE, 2000, 12 (2): 139-146

A Nonlinear Constitutive Model for Soil under Complex Stress State Hangzhou Li1,2,a Hongjian Liao1,b Bo Han1,c and Li Song1,d* 1Department of Civil Engineering, Xi’an Jiaotong University, Xi’an, Shaanxi 710049, China 2State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China alihangzhou77@163.com, bhjliao@mail.xjtu.edu.cn, chan_bo961@163.com, dsongli@ mail.xjtu.edu.cn (corresponding author) Keywords: constitutive model, unified strength theory, complex stress state, stress-strain behavior Abstract.
It is fundamental to predict the stress-strain behavior of soils to control the stability of the geotechnical engineering.
Introduction It is fundamental to well predict the stress – strain behavior of soils in order to analyze and control the stability of geotechnical engineering.
The most common situations in engineering practice are the plane strain or the three dimensional stress state problems, such as dam, retaining wall, slope, and so on.
Duncan-Chang model was investigated and revised in order to be used to solve the practical engineering.

Nonlinear numerical analysis of transfer beam Under complex situation Jin Chen1,a, Shiyong Jiang1,b, Zheng Jiang2,c , Xiangrong Zeng1,d, Lei Zhang1,e, Wen Luo1,f 1.Department of Civil Engineering, Logistical Engineering University, Chongqing, 401311, China 2.
This method for transfer beam,which has sufficient accuracy of design results, can basically meet the requirement of Engineering design for most of regular structure.
But in the practical engineering, because the design of high-rise building pursuits various shapes, new and more functional, arrangement of transfer beam structure also appeared a few new stress complex special circumstances[3].
In this paper, stress performance of several eccentric transfer beam structure ,which has been applied in actual engineering, but the theory is not mature yet ,was examined.
(3) both from view of the design point, or from view of the economic point, the wall eccentric action in transfer beam should be avoided as far as possible to meet the construction requirements in the actual engineering.

Sadiku1, b 1Department of Civil Engineering, Federal University of Technology, Minna, Nigeria ajiaguwa@yahoo.com, bsadikovurevu@yahoo.com [Date received: 19 May 2011.
Abejide, Reliability evaluation of Nigerian timber beam specie using EUROCODE 5, Journal of Civil Engineering 5 (5) (2007) 17-27
Sadiku, Reliability studies on the Nigerian ekki timber as bridge beam in bending under the ultimate limit state of loading, Journal of Civil Engineering and Construction Technology 2 (11) (2011) 253 – 259
Bridge Engineering 13 (5) (2008), 540-546
(Civil Engineering), Federal University of Technology, Minna, Nigeria, 2010.

The Technology for Construction Quality Control of Bridge Deck Pavement on Yellow River 2nd Bridge in Zhengzhou Yaolu Luo CCCC-SHB Meng Xing Engineering Co.
For the concrete conditions, which may happen during the construction of entitative engineering for the bridge deck pavement on Yellow River 2nd Bridge in Zhengzhou, the article has analyses the pertinence measures that it need to take timely.
Others, such as water seepage coefficient for deck, friction coefficient, texture depth and thichness of pavement, can meet the quality inspection and assessment of highway engineering, which can prove that the construction is good[8]. 4.
What’s more, it provides a basis to ensure the quality of construction, while the specific construction also proves that the engineering has excellent quality.
Regina Saskatchewan, Canada: Canadian Society for Civil Engineering, Montreal, H3H 2R9, Canada

Green Construction Management Mode based on the Sustainable Development Deng JX (Deng Jianxun) 1, a ,Li D(Li Dong) 2,b 1, 2 School of Architecture and Civil Engineering, Xiamen University of China, 361005 a djxun21cn@sina.com, bLidong861112@sina.com Keywords: Green construction management mode, Lifecycle comprehensive management, Sustainable development Abstract.
The construction of green building is a highly complex systems engineering, it not only includes stage of construction, but also the whole process, and all the life cycle of "green management".
While green building construction is undoubtedly a highly complex system engineering, it not only needs ecological and environmental protection concept at the beginning of the building design, and the corresponding design method, but also needs a strong consciousness of environmental protection among the management, construction and owner .Therefore, the emphasis of green building construction management is not merely one single stage of construction, but a penetration in the entire process and the whole life cycle, which includes all stages during pre-construction policy decision, implementation and later stages, such as the stage of preparing, planning, designing, constructing ,final accepting and Commissioning[1].
Meanwhile these engineering indicators, such as sunshine, lighting, ventilation, sound insulation and heat insulation, should be verified; recyclable materials should be made full use of; the use of reasonable structure selection, high-performance materials, high efficiency energy equipment in HVAC design, local renewable energy and controllability of air-conditioning systems, and energy efficiency targets for compliance should entirely be inspected.
Green building construction work has a close relationship with its owners, contractors, supervisor, engineering designer and other project participants.