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The general situation of the engineering and reinforcement of miscellaneous fill 2.1 The general situation of the engineering The proposed project is located in HengDong county Century road (K0+650-K0+820) and ZangQing road interchange, according as engineering geological investigation report, the site of overlying strata is mainly of quaternary artificial soil and quaternary alluvial silty clay. as follows,it shows characteristics of each layer soil . 1) Miscellaneous fill.
The dynamic compaction method has been widely applied, because of its strengthening effect, simple construction equipment, fast construction and low engineering cost and other advantages.
Reference [1]GB50021-2001, The geotechnical engineering specification [S]
[3]TB10102-2004, The railway engineering civil trial [S]
Railway roadbed engineering construction quality acceptance standard (TB10414-2003) [S].

Lapidus1,a, Ndayiragije Yves1,b* 1Moscow State University of Civil Engineering, 26 Yaroslavskoe sh., Moscow, 129337, Russia.
The characteristics of high-and low-rise buildings indicated in the table from the consumer's point of view should be taken into account when assessing the efficient storey's number for residential buildings of Bujumbura as well as the position of the engineer whose role is to bring into the realization of the ideas of the investor and the consumer along the whole life cycle of the project The decisive key point between the investor and the consumer is the engineer.
- lack of qualified engineers; - inadmissibility of deviation from the approved design decisions and changes in the number of storeys of structures in the process of construction; - the required fire and evacuation safety of people in high-rise buildings; - rational efficiency of modern engineering solutions for life support and equipment of the building, energy saving and comfort of service, etc.
[11] Min Liu, Glenn Ballard, and William Ibbs, Work flow variation and labor productivity: Case study, Journal of management in engineering, ASCE. 27 (4) (October 2011)
Bidov, The efficiency potential of organizational, technological and managerial solutions for non-destructive quality control methods in the construction of monolithic reinforced concrete structures.in: International Journal of Applied Engineering Research. 11 (8) (2016) pp. 5972-5974

When we calculate the quantity of earth and rock engineering, we need calculate discretely.
FIGURE 1 calculation diagram OF the quantity of earth and rock engineering Use the following formula to calculate the number of earthwork
Then, we can get the computational formula of cost of earth and rock engineering
Acknowledgment Thank strongly for the support of civil engineering laboratory involving ocean of engineering institute of Ocean University of China exceedingly.
Journal of wind engineering and industrial aerodynamics, 2008,96(10-11):1805-1816

Seismic Design of Reasonable Spacing between Anti-slide Pole Board Wall of High and Steep Slope in High-intensity Earthquake Region Bo Liang1, a, Degong Liu1,b , Linjie Chen1,c and Chao Yu1,d 1 School of Civil Engineering and Architecture, Chongqing Jiaotong University,Chongqing,400074,China a liang_laoshi@126.com, b liudegong@163.com, c clj625@126.com, d yuchao04010707@163.com Keywords: Earthquake, High and steep slope, Anti-slide soil pole board wall, Soil arch effect, Pile spacing.
Specific Engineering Yibin to Wanzhou Contact Line is an important part of Chongqing to Lichuan railway.
The rational model for pile spacing in high slope area with high earthquake intensity in this paper presented, through engineering example calculation, fitted engineering practice and met the seismic design requirements of supporting structure.
[3] Haili Jia, Chenghua Wang et al: Journal of Engineering Geology Vol.8(2003), p.398–402,in Chinese
[5] Yumin Tu, Zhiyu Jin: Chinese Journal of Geotechnical Engineering Vol. 7(2005),p.792–795, in Chinese

Design of Mountain Road Tunnel Safety Monitoring System Weidong Pan1,2, a, Renguo Gu1,2,b , Yonggang Lv3 and Xiaolong Sheng1 1 College of Civil Engineering and Transportation, South China University of Technology, Guangzhou , 510640,China 2The State Key Laboratory of Subtropical Building Science, Guangzhou,510640,China 3CCCC Highway Consultants CO.
Combined with the analysis of monitoring data, can be intuitively know that the dynamic deformation of surrounding rock, grasp the progress of construction, engineering disasters to avoid unnecessary accidents.
In the monitoring process, the engineering should be timely monitored and feedback information should be timely achieved to guide the construction.
Geotechnical engineering monitoring and information controlling in intermontane highway construction.
Tunnel Engineering [M].

Oxygen Uptake by Biological Processes Inside Oxidation Ditch Noor Aida Saad1,a, Hamidi Abdul Aziz1, 2,b*, Mohd Zulkifly Abdullah3,c, Mohamed Zubair4,d and Mohd Remy Rozainy Mohd Arif Zainol1,e 1School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300 Nibong Tebal, Pulau Pinang, Malaysia 2Solid Waste Management Cluster, Engineering Campus, Universiti Sains Malaysia, 14300 Nibong Tebal, Pulau Pinang, Malaysia 3 School of Mechanical Engineering, Engineering Campus, Universiti Sains Malaysia, 14300 Nibong Tebal, Pulau Pinang, Malaysia 4 Department of Aerospace Engineering, Faculty of Engineering, Universiti Putra Malaysia,43400 UPM Serdang, Selangor, Malaysia adraida79@yahoo.co.uk, b*cehamidi@usm.my, cmezul@usm.my, dmzuber@upm.edu.my, eceremy@usm.my Keywords: Biological wastewater treatment, oxygen consumption, BOD reduction, oxidation ditch Abstract.
Chemical Engineering Science 109 (2014) 296-305
Chemical Engineering Science 25 (2015) 715-723

Influence of the Disturbance in the Orthogonal Direction on the Kaiser Effect Using Discrete Element Method Haijun Wanga, Xuhua Renb and Ranran Taoc Hohai University, No,1 Xikang Road, Nanjing210098, China ahaijun@civil.uwa.edu.au, brenxh@hhu.edu.cn, ctaorrla@hotmail.com Keywords: Kaiser effect, In situ stress measurement, PFC2D, Brazilian disk Abstract.
One important application of the KE is to determine the in situ stress, the knowledge of which is critical for the design work for underground engineering.

Code of Practice for General Structure Design and Design loadings for Buildings(NZS4023:1992) [J].Standard Association of New Zealand,1992 [4] FEMA(1998)NEHRP Recommended Provisions for Seismic Regulations for Building and other Structures(1997Edition) [J].FEMA303,Feb,1998 [5]Uniform Building Code(UBC).Structral Design Provision,International Conference of Building Officilas (ICBD) [J].1997 [6]Rutenberg A.etal rotational Ground Motion and Seismic Codes[J].Canadian Journal of Civil Engineering,1985,12(3).

Journal of Jilin Architectural and Civil Engineering Institute: Primary Investigation on the Possibility of Available Heat Energy of Unused Low Temperature in Changchun.

Reliability Assessment of Combined Heating System Using Quota Heating Coefficient Haichao Wang1, a, Pinghua Zou1,b, Wenling Jiao1,c 1 School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, 150090, China awanghaichao2002@163.com, bzouph@126.com, cwljiao@163.com Keywords: Heating System, Combined, Reliability, Quota Heating Coefficient, Ensuring Coefficient.
Introduction Central heating system is one of the dominant infrastructures of a city and becomes more and more important [1]; therefore, the operation reliabilities of heating systems are always of great importance to relevant civil departments and all heat users.