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Advances in Civil Engineering, 2021. 2021: p. 1-13
International Journal of Geotechnical Engineering, 2013. 5(3): p. 307-314
International Journal of Geo-Engineering, 2017. 8(1)
International Journal of Geotechnical Engineering, 2018. 14(3): p. 295-301
Advances in Civil Engineering, 2017. 2017: p. 1-13

The Landslide Examples Caused by Engineering Construction in Tropical Forests of Hainan Huijiang Liu1,a, Guangfan Li1,b,*,Yanrong Li1,cand Xiaoliang Wang1,d 1College of Civil Engineering & Architecture, Hainan University, Haikou 570228, PR China aliuhuijiang1778@sina.com, blgf1728@163.com ( *corresponding author) , clyrong1967@126.com,dwayne0509@163.com Keywords: Tropical Forests; Engineering Construction; Landslide; Treatment Abstract: With the development of Hainan tropical rain forest tourism, the constructions of transport and water conservancy facilities are improving in these areas, which will probably cause landslide for changing the topography of the original slope conditions.
The engineering measures of this landslide are mainly clear earthwork, and build a retaining wall, as shown in Figure 1.
Figure 5 Engineering Measures 1 Figure 6 Engineering Measures 2 Conclusions The main results were following as: 1.
Subgrade Engineering, 1998, 04:19-24
The Chinese society of rock mechanics and engineering rock engineering professional committee of the ground Geological society of China engineering geology professional committee.

Study on Engineering Materials with the Comparison and Discussion of Support Scheme in a Foundation Pit Zheng Zhen1, a, RenWang Liang2, b 1 2Department of Civil Engineering, Taiyuan University of Technology79, Yingzexi Street, Taiyuan, 030024, China azhenzhengtyut@163.com, bcxhlm1010@163.com (corresponding author), Key words: Li zheng software, supporting structure, numerical simulation Abstract.
The engineering material had high cost performance.
Engineering material.
(2) Concrete, steel bar engineering materials were used in engineering, and the two reinforcement forms showed very good integrity, high strength.
It helps in practical engineering in future

Optimization Analysis of Mining Sequence to Danhou Coal Mine under Complicated Hydrogeological Conditions Shuren WANG1, a, Hu WANG1, b, Yong LI2, c and Chengwei LIU3, d 1School of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao, China 2Dept. of Civil Engineering, Hebei Normal University of Science & Technology, Qinhuangdao, China 3Bureau of Geology and Mineral Resources of Hebei Province, Zhangjiakou, China, aw_sr88@163.com, bwanghu242@163.com, cliyong0823@163.com, dlcw208041@163.com Keywords: 3D computational model; mining sequence; fluid-solid coupling method; optimization analysis; mine safety.
Engineering Geological and Hydrogeological Conditions Engineering Geological Conditions.
Peng: Mining and Metallurgical Engineering, Vol, 30 (2010), p. 8.
Zhang: Journal of Civil, Architectural and Environmental Engineering,Vol, 32 (2010), p.12.
Wang: Research on Stability of the Slope Engineering under Complicated Engineering Conditions (Science Press, Beijing 2007).

Monitoring of Deformation Laws of Deep Excavation in Metro Station LI QING-YUAN1,2;a 1Department of Civil Engineering, Engineering College of Armed Police Force, Xi¢an 710086, China; 2School of Civil Engineering and Architecture, Xi¢an University of Science and Technology, Xi¢an 710054, China aEmail:liqingyuan1976@163.com Keywords: metro station，deep foundation，palisade structure，in-site monitoring Abstract: Combined with the Engineering environment and the requirements of construction of the deep foundation of metro station of South Gate in Xi'an, and in accordance with the basic methods and the basic principles of the monitoring of the construction of deep foundation, it gives a monitoring program of the deformation of the deep foundation pit and researches on in-site monitoring for the deformation of deep foundation, to ensure the safety of metro station construction.
At the same time, it focuses on an analysis of the horizontal deformation of the retaining piles and the axial force of steel support, to provide a reference for the similar engineering information construction in the future.
Deep excavation metro station is a complex and comprehensive geotechnical engineering[2].
The engineering geology and hydrogeological conditions Metro station is located in loess area.
According to site soil lithology, the Causes and engineering characteristics, the surface uneven thickness of the general distribution of the new system of artificial fill (Q4ml).

Theoretical Analysis Research on Story Drift Limit for Steel Reinforced Concrete Composite Structures Qiuwei Wanga, Qingxuan Shib, Peng Wangc School of Civil Engineering, Xian University of Architecture and Technology, Xi’an 710055, China awqw0815@sina.com, bqingxuanshi@sina.com, cwangpeng870822@163.com Keywords: steel reinforced concrete; frame structures; storey drift limit; quantified performance index Abstract.
The conclusion obtained provide reference for engineering design of SRC frame structures.
Hou: China Civil Engineering Journal.

A Method for Maintenance Scheduling in Manufacturing Systems Based on TPM and MFOP Jiang Long 1,a, Weian Jiang 2,b 1 Aviation Engineering Institute, Civil Aviation Flight University of China, Guanghan, 618307, China 2 Flight Technology College, Civil Aviation Flight University of China, Guanghan, 618307, China a ljzpj@163.com, b jwacafuc@163.com Keywords: Manufacturing, maintenance, TPM, MFOP, LCC.
Engineering Manufacture Vol.218 No.9(2004) p.1059-1066
[11] Hockley C J.: Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering Vol.212 No.6(1999) p.371-378
Hides: Journal of Quality in Maintenance Engineering, Vol.5 No.3(1999) p.162-181
Aerospace Engineering Vol.223 No.6 (2009) p.711-719.

Analysis for Surrounding rock Instability and Research for Stability Control Technology in Underground Engineering Xiankai BAO1,a, Yi LI2,b 1College of Architecture and Civil Engineering, Inner Mongolia University of Science and Technology, BaoTou,Inner Mongolia 014010 China 2College of Mining Engineering, Taiyuan University of Technology, Taiyuan ShanXi 030024 China a E-mail:bxkzlm@163.com,b E-mail:b.liyi@163.com Key words: surrounding rock; damage mechanism; control technology; stability; operation technique Abstract.Aiming at the surrounding damage and instability in underground excavation and operation, an analysis of surrounding rock damage modes and an exploration of damage mechanism are done and an conclusion of control principles and means for surrounding rock deformation and damage is made in the thesis.
The result dovetailed with engineering and provides reference for engineering design and operation.
And these are main factors: (1)Massive engineering practices indicate that great part of engineering rock instability and damage is caused from weak structural surface.
It will be a future development direction of setting up system on underground engineering instability and stability cases, combining many factors and subjects intercross and fusion for that underground engineering depends on practices usually.
Rock Mechanics and Engineering [M].Beijing: Science Press, 2002.8

Effect of Complex Initial Stress Conditions on Dynamic Deformation Behaviors of Compacted Loess Dawei CHENG1,a, Yasheng LUO1,b, Liguo YANG2,c and Xi CHEN1,d 1College of Water Resources and Architectural Engineering, Northwest A& F University, Yangling , Shaanxi ,712100, China 2 Department of Civil Engineering, Yellow River Conservancy Technical Institute,Kaifeng,Henan, 475004, China acheng198493@qq.com, b771545499@qq.com, c 286024088@qq.com, d616137105@qq.com Keywords: Compacted Loess; Average Principal Stress; The Angle of Initial Principal Stress; Initial Intermediate Principal Stress Coefficient; Dynamic Shear Modulus; Damping Ratio.
Journal of The Soil Mechanics and Foundation Engineers Division, American Society of Civil Engineering, 1963, 89(1): 603－624
Civil Engineering Journal, 2005:38(3):81-86.
The influence of characteristic curve normalization of dynamic response Chinese civil engineering association fifth soil mechanics and engineering conference papers anthology, Bei jing: China Architecture & Building Press, 1990. 270－274.
Journal of Hydraulic Engineering. 2005, 36(7):830- 834.

Hydrological Zoning System for Highway Engineering Wang Yulan1,2,a , Li Chao3,b 1 Key Laboratory of Special Area Highway Engineering of Ministry of Education , Chang’an University, Shanxi Xi’an 710064, China; PH (86) 15866767081; 2 Shandong Provincial Communications Planning and Design Institute, Shandong Jinan 250031, China 3 Civil Engineering Department, Shandong Jiaotong University, Shandong Jinan 250023, China; PH (86) 13608928765; a jinahelen@sohu.com, b lic211@163.com Keywords: hydrology; Zoning System; slope runoff Abstract.
The provincial highway hydrological Zoning index system was built to fully embody the relationship between highway engineering and hydrological factors.
The corresponding descriptions were given to introduce the highway engineering characteristics of each partition.
From the point of view of the highway engineering characteristic, hydrological elements such as the amount of water, climate zone and water supply type of rivers have obvious influence on highway engineering.
Sandong slope runoff intensity map In the map, slope runoff intensity value was used to characterize the comprehensive effects of the hydrological elements on highway engineering, hydrological factors have larger effect on highway engineering in the area with higher slope runoff intensity, and vice versa.