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Research of Project Investment Control Based on Life Cycle Theory Junli Peng1, a, Xiao Li2,b 1Department of Capital Construction, Huazhong Agriculture University, Wuhan, 430070, China 2School of Civil and Environmental Engineering, University of New South Wales,Sydney NSW 2052, Australia apengjunli@mail.hzau.edu.cn, biamlixiao@126.com Keywords: Project investment; Life cycle; Cost control; Control measures Abstract.
The Quality of Engineering Survey Indirectly Influences Project Investment.
Strengthen the Management of Engineering Survey.
Strictly Control the Engineering Visa.
To strictly control the engineering visa, is the important measure to control the engineering cost in the construction process.

Applied Thermal Engineering. 2006;26:1032-42
International Journal of Impact Engineering. 2007;34:859-73
International Journal of Impact Engineering. 2013;52:28-36
International Journal of Impact Engineering. 2013;54:83-95
Journal of Mechanical Engineering. 2012;58

Earthquake Engineering and Engineering Vibration, June,2006, 5(1): 49-60
Earthquake Engineering, 1987: 747-756
Earthquake Engineering and Engineering Seismology, 2003, 4(1): 37-49
Earthquake Engineering and Engineering Seismology, 2003, 4(1): 3-13
A Comparative Study of Seismic Provisions Between the International Building Code 2003 and Mexico’s Manual of Civil Works 1993[J].

The Application Study of Self-balanced Test Method for Bearing Capacity of Foundation Piles Zi Ran Dai a, Zhi Hong Huang b, Hui Li c, Xi Da Yind College of Civil Engineering and Building Construction of Guizhou University, Guiyang China a267355058@qq.com, b854584164@qq.com, c250338761@qq.com, d353868586 @qq.com Key words: Self-balanced Test Method; Foundation Piles; Steel bar stress gauge; Ultimate Bearing Capacity; Equivalent transfer Abstract.
The schematic diagram of the Self-balanced Test Method Field Test The situation of the field engineering geology.
The Pile Foundation Engineering Manual[M].
Journal of Railway Science and Engineering.5(2008)50-56. ( In Chinese) [5] Futian Liu, Chunfeng Zhao etc.
Chinese Journal of Underground Space and Engineering.4(2008) 79-81. ( In Chinese)

Xie.Port &Waterway Engineering. 35(2008) No 6, p90.
China Harbour Engineering, Vol. 25(2007) No. 3, p 30.
China Civil Engineering Journal, Vol. 44(2011) No. 3, p 72.
Key Engineering Materials, Vol. 466(2011), p 183
China Harbour Engineering, Vol. 29(2010), p28.

In practical engineering, vertical deformations of expansive soil often occurred.
Relationship between swelling force and deformation for pressure expansion method Engineering application of testing results It is well known that the expansive soil has great harm to road engineering, especially, the stability of embankment and excavated slopes.
The testing results are of practical importance to actual engineering. 1.
References [1] GB /T 50279-98, Basic terms of Geotechnical Engineering Standards
Test Methods of Soils for Highway Engineering (JTG E40-2007).

Influence of Silicon-Aluminium Modified Materials on Durability of Fly Ash-Based Geopolymers Hai-Tao Wang1,a*, Xin-Yue Yang1,b, Meng Wang1,c, Cong Qu1,d 1School of Civil Engineering, Dalian Jiaotong University, Dalian, Liaoning, China.
Journal of Materials in Civil Engineering. 19 (2007) 198-204
Journal of Building Engineering.32 (2020)
[4] Engineering; Anhui Jianzhu University Researchers Release New Data on Engineering (The Durability of Alkali-Activated Materials in Comparison with Ordinary Portland Cements and Concretes: A Review) , J.
Journal of Engineering.(2020) [5] Zailani Warid Wazien Ahmad et al.

Earthquake Engineering and Structural Dynamics 29(7), 945–968 (2000) [3] Alaa M.
Engineering Structures 31, 607-616 (2009) [4] Priestley, M.J.N.
Engineering Mechanics, 29(4), 122-127. (2012) [18] Guo J, Xin K.G, He M.H, Hu L.
Journal of Bridge Engineering, 12(5), 600-610 (2007) [25] Ou Y.
Journal of Structural Engineering, 133(11), 1648-1661 (2007)

The Method of Optimizing Blasting Parameters for Driving Tunnel Based on the Outcome Analyses Jun Dai1,2,a and Yuan Liu1 1Xi’an University of Science and Technology, Architectural and civil engineering Xi’an 710054 China 2McGill University, Faculty of Engineering Montreal H3A2A7 Canada arockblast@126.com Key words: Tunnel-Building; Blasting Parameter; Blasting Outcome; Parameter-Optimizing.
Application in engineering A tunnel (mine roadway) is required to be built at a quick speed so good blasting result is important.
Engineering Geology.
Controlled blasting for ground and underground engineering.
Blasting engineering [M].

Tunnel Ground Stress Test and Rock Burst Prediction Based on Hydraulic Fracturing Method Li Xin-zhe1,2,a, Wang Geng-feng1,b, Li Jun-mei1,2,c 1College of Civil Engineering, Chongqing University, Chongqing 400030, China 2 College of Hydraulic & Environmental Engineering, China Three Gorges University, Yichang 443002, China alisten1220@qq.com, b196291812@qq.com, c32911185@qq.com Keywords: rock mechanics, hydraulic fracturing method, ground stress, rock burst Abstract: The hydraulic fracturing method is a common method to measure the ground stress.
According to the Engineering Rock Grading Standards (GB/50218-94), the rock mass strength level is the middle level
[3] Liu Yun-fang: Rock Ground Stress and Engineering Construction (Hubei Science and Technology Press, China 2000)
[4] Li Fang-quan: submitted: Journal of Rock Mechanics and Engineering Vol. 4 (1985), p.95
[5] Yin Jian-min, Liu Yuan-kun, Ai Kai, & Xiao Ben-zhi: Journal of Underground Space and Engineering Vol. 2 (2006), p. 891