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Journal of Bridge Engineering. 2011. 16(2), 259-266
Engineering Structures. 2012. 45, 372-384
Engineering Structures. 2005. 27, 1715-1725
Engineering Structures. 2008. 30(11), 3034-3044
Key Engineering Materials. 2013. 558, 39-51

Application and Discussion of Pressure Grouting Technology in Bored Piles Yuqin Feng1,a, Lu Zhang 1,b 1The school of Architecture and Civil Engineering , Inner Mongolia University of Science & Technology, Baotou 014010, China abtfyq@126.com, bzllxy_love@126.com Keywords: Bored pile, Pile-end pressure grouting, Static loading test, Carrying capacity Abstract.
This project that takes bored pile with pile-end pressure grouting have 352 piles which contains 3 test piles, 12 anchor piles, 337 engineering piles(test piles and anchor piles are used as engineering piles).
This engineering observation results show that maximum settlement s=13mm, the settlement is uniform and have no adverse impact for the nearly buildings.
(Pile foundation engineering technology of high-rise buildings. 1998).
(Geotechnical Engineering Technique.2007). 21 (4).

Acknowledgment The author would like to acknowledge the mechanical engineering laboratory of Universitas Muhammadiyah Surakarta and the Mechanical Engineering Laboratory of Universitas Gajah Mada for specimen preparation and conducting the research.
Janus, Effect of heat treatment parameters on abrasive wear and corrosion resistance of austenitic nodular cast iron Ni–Mn–Cu, Archives of Civil and Mechanical Engineering 18 (2018) 515-521
Šraml, Low cycle fatigue of nodular cast iron used for railway brake discs, Engineering Failure Analysis 18 (2011) 1424–1434
Anekar, Corrosion behavior of nodular cast iron in biodiesel blends, Engineering Failure Analysis 105 (2019) 1319–1327
Kodvanj, Microstructure influence on fatigue behaviour of nodular cast iron, Materials Science & Engineering A 556 (2012) 88–99

The auditing report indicated that the total investment was 144, 973, 062 RMB, of which civil construction and installation was 87,876, 112 RMB, the project supervision 1,686, 680 RMB, process equipment 26, 248, 275 RMB, blowers and ancillary equipment 6, 697,975 RMB, automation and instrumentation equipment 5,232,590 RMB, and the engineering change expense increased 17,231,430 RMB.
Tendering and bidding of main engineering work.
Both construction and supervision bidding were implemented through Guangzhou Building Engineering Trade Center.
In this case, 577 sets of engineering equipments and 14,400 sets of porous aerator were used.
Cooperate with engineering economist and make sure every visa could match the physical assets; (4) Strengthen project contract management.

Drawing is a compulsory course of any engineering professionals.
Engineering drawing is a very important tool for the professionals to express and communicate technologies in the engineering industry.
Therefore, drawing is also known as " technical language of the engineering".
References [1] Xie Mei-zhi, Luo Hui-zhong: AutoCAD 2009Civil Engineering Drawing.
Engineering Graphics, pp. 176-180, (2010)

ACS is one kind of project management patterns derived and developed from the traditional ones, such as CM (Construction Management), EPC (Engineering Procurement Construction), PMC (Project Management Contractor), which are widely adopted patterns in the developed countries.
Table 1 Difference between ACS and the traditional patterns Project management Agent Construction System Traditional Patterns of General Contract Management body Engineering project management companies(or engineering consulting companies) Construction contractors Management position Core of agent engineering project management Subordinate position, restricted by engineering procurement patterns of agent companies Management scope The whole engineering project, including the formulation process of project (procurement and physical production) and project management process Physical production procedures of formulation process of project, that is design, construction et al.
Reference [1] Ling Yan, Linggang Yang, Hua Zhao, Research frame for incentive mechanism of the construction agent in government investment project: from the perspective of project governance, 2009 IEEE International Conference on Industrial Engineering and Engineering Management (2009) 1513-1517
[2] Xinai Liu, Application of construction agency system in our engineering project implementation, Journal of Sinopec management institute (2009) 79-80
[4] Dingjun Lan, Shirong Li, Wanzhong He, A Study on owner’s project delivery system and innovation of agent-construction institution, China Civil Engineering Journal Vol. 41 (7) (2008) 82-86

Stability analyses of the Three Gorges Dam foundation against sliding by strength reduction of finite elements Mingxun Hou 1,a and Xiurun Ge 2,b 1 School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University 1954 Huashan Road, Shanghai 200030, P.
China 2 Institute of Geotechnical Engineering, Shanghai Jiao Tong University 1954 Huashan Road, Shanghai 200030, P.
Lorig, Improved design in rock and soil engineering with numerical modeling, in: Distinct element modeling in geomechanics, edited by V.
Chen, Engineering geological problems in the Three Gorges Project on the Yangtze, China, Engineering Geology, Vol. 51 (1999), p. 183
Duncan, State of the art: limit equilibrium and finite element analysis of slopes, Journal of Geotechnical Engineering, ASCE, Vol. 122 (1996), p. 577

Therefore, a vibration analysis method that works efficiently and accurately for engineers and researchers is needed.
They also established the transfer matrix of typical elements of civil engineering structures [8].
And in structural engineering, the foundation is usually assumed as a rigid body (0).
Hu: submitted to Journal of Vibration Engineering (1997)
Qiao: submitted to Advances in Mechanical Engineering(2013)

Sommerville, Software engineering (8th ed.).
(eds) Vehicle and Automotive Engineering.
Lecture Notes in Mechanical Engineering.
(eds) Vehicle and Automotive Engineering.
Lecture Notes in Mechanical Engineering.

This can provide references in engineering practice. 2.
DJM composite foundation theory and engineering applications.
Subgrade Engineering, 2008, 136(1): 30-31
Hydrogeology and Engineering Geology, 2005, (2): 82-86
Hydrogeology and Engineering Geology, 2005,2:82-86