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Calculation Method Comparative of Vertical stresses Under Embankment XIAO Hongbing1,2,a, JIANG Guanlu1,b 1School of Civil Engineering, Southwest Jiaotong Universsity, Chengdu, 610031, China. 2Department of Traffic Engineering, Southwest Universsity of Science and Technology, Mianyang, 621010, China.
axiaohongbing2004@126.com, bwgljiang@yahoo.com.cn Keywords: Subgrade engineering, Vertical stresses, Calculation method , Embankment Abstract.
In China subgrade engineering practice, for embankment settlements, there were often greatly different between calculated values and the measured values.
Winterkorn, Hsai-Yang Fang, Foundation Engineering Handbook, Van Nostrand Reinhold Co., New York, 1975
Exploration on Key Technology of Ballastless Track Subgrade - A Case Study of Comprehensive Experimental Section of Ballastless Track on Suining-Chongqing Line,Journal of Railway Engineering Society, No.5, 39-44

Previous research by the Department of State (DOS), the Engineer Research and Development Center (ERDC) of the U.S.
Also, if engineers elect to design into the full tensile membrane capacity region, full tension clip connectors are required.
J. of Structural Engineering, ASCE, 131(8), 1216-1225
Doctoral Dissertation, University of Missouri, Department of Civil Engineering, Columbia, MO 65211-2200
Masters Thesis, University of Missouri, Department of Civil Engineering, Columbia, MO 65211-2200

The Monitoring analysis on subsidence of the connection earth dam in Chaozhou water supply pivot project Hongqi Wang1,2,a, Yiwen Zhu1,b, Junsheng Chen3,4,c and Yu’e Zhao 3,d 1 School of Civil Engineering and Aarchitecture, Wuhan University, Wuhan, 430072, China; 2 Feilaixia Hydro Project Management Office of Guangdong Province, Qingyuan , 511825 3 Dept. of Civil Engineering，South China University of Technology, Guangzhou 510640 China 4 State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, China a whqpower@126.com, bqrwei@vip.sohu.com cjschen@scut.edu.cn(Corresponding author), d454934752@qq.com Keywords: Connection earth dam, Settlement, Field monitoring.
Engineering situation Brief introduction on Chaozhou water supply pivot project.
So the engineering measures must be adopted to decrease subsidence.
Engineering Structures, 2008, 30(11): 3074-3081。
Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124(10): 923-932。

Study on Soil Conditioning and Key Construction Parameters of EPB TBM Advancing in Sand-pebble Layer of Beijing Metro Hua Jiang 1,2,a, Yusheng Jiang 1,2,b, Maolan Huang 3,c, Xin Nie 1,2,d 1State Key Laboratory for GeoMechanics and Deep Underground Engineering, Beijing, China 2School of mechanics & civil engineering, China University of Mining & Technology, Beijing, China 3Architectural Branch, Beijing Tsinghua Urban Planning & Design Institute, Beijing, China a13811890790@163.com, byusheng.jiang@263.net ctashui_huang@163.com,d421578471@qq.com Keywords: sand-pebble layer; EPB TBM; soil conditioning; key construction parameters Abstract.
Meanwhile, this technique including its auxiliary methods are developed and improved continuously with the development of urban underground engineering.
[2] Kezhi Song, Bo Wang, Heng Kong, et al: Chinese Journal of Rock Mechanics and Engineering, Vol.13(2005), p. 2327
[3] Renping Dai, Quanmei Gong, Shunhua Zhou, et al: China civil engineering journal.
[4] Shuangya Zhang, Kui Chen: Journal of Railway Engineering Society, vol.3(2007), p.70 (In Chinese).

Analysis of Ground Movement in Pile Driving based on Stochastic Medium Theory Fei Meng a, Jiasheng Zhang b and Huiying Liu c School of Civil Engineering, Central South University, Changsha, China amengfei90@163.com (corresponding author), bjszhang_csu@vip.163.com, cliuyao1118@qq.com Keywords: compaction effect; ground movement; stochastic medium theory; displacement pile Abstract.
This is becoming a hot issue in geotechnical engineering.
Then an engineering example is analyzed to verify the theoretical answer.
Ling, A general solution for the expansion of cavities in soil mass, China Civil Engineering Journal, Vol. 35 1 (2002) 93-98
Baligh, Strain path method, Journal of Geotechnical Engineering.

In any case, failure analysis in engineering structures is of utmost importance to better understand and determine why and how an engineering component has failed.
Therefore, failure analysis is a very important aspect in engineering because it deals with determining the cause of failure of an engineering structure.
Applications of S235JRC+C steel may be found in civil, mechanical and bridges industry.
Applications of X46Cr13 steel (high hardness and corrosion resistance) can be found in mechanical, civil and other areas of industry (pump parts, shifts, gears, etc).
Fuchs: Metal Fatigue in Engineering (John Wiley & Sons, USA 2001)

Utilizing Palm Kernel Fibre to Reinforce Cement-Based Composite Panels Blended with Bamboo Leaf Ash Zainab Tolu Giwa1,a*, Samson Olalekan Odeyemi1,b, Uwemedimo Nyong Wilson2,c, Abdullahi Ayodeji Adefila2,d and Emmanuel Olusegun Eyinade1,e 1Department of Civil and Environmental Engineering, Kwara State University, Malete, Nigeria 2Department of Civil Engineering, Nigerian Defence Academy, Kaduna, Nigeria.
Acknowledgments The authors acknowledge the guidance on the compressive strength test provided by Engineer Mustapha of the University of Ilorin's Mechanical Engineering Department.
Olusola, “Effect of Open Air Burnt Bamboo Leaf Ash Blended Cement Concrete,” IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN, vol. 18, no. 5, (2022), pp. 49–57, doi: 10.9790/1684-1805024957
Jonah, “Use of coconut fiber as reinforcement in bamboo leaf ash blended cement- based composite panels,” Jordan Journal of Civil Engineering, vol. 9, no. 4, (2015), pp. 435–444, doi: 10.14525/jjce.9.4.3116
Jayeola, “Pozzolan Reactivity, Mineralogy and Morphology of Bamboo Leaf Ash (Bla) and Palm Fruit Fibre Ash (PFFA) Blended Concrete,” ANNALS of Faculty Engineering Hunedoara – International Journal of Engineering, (2023), pp. 67–76

Review on the Ultimate Bearing Capacity of the Aqueduct’s Supporting Structure Qiuhua Duan1, 2, a, Dandan Zeng1,2,b , Lufeng Yang1, 3, c and Yuejing Luo4, d 1 Key Laboratory of Disaster Prevention and Structural Safety, Ministry of Education, Guangxi University 2 School of Civil Engineering and Architecture, Guangxi University 3 Department of Housing and Urban-Rural Development of Guangxi Zhuang Autonomous Region 4 Guangxi Transportation Research Institute adqh@gxu.edu.cn, bzengdd1987@163.com, clfyang@gxu.edu.cn, d4988226@qq.com Keywords: aqueduct; supporting structure; ultimate bearing capacity Abstract.
Limit analysis method of engineering structure mainly include analytical method, numerical method and experiment method.
More reference in engineering design, therefore, the structural design of the Bridges, and other relevant rules or regulations.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (51209041), Guangxi Natural Science Foundation( 2013GXNSFAA019310), Open Project of Guangxi Key Laboratory of Disaster Prevention and Engineering Safety(2012ZDK05) and College of Civil engineering, Architecture Sience Research Foundation of Guangxi Universtiy(Tukeji-2012).
Joumal of Bridge Engineering.

These soils swell when wet and shrink when dry, leading to severe structural challenges in civil engineering projects, particularly in road construction, foundations, and embankments [2].
International Journal of Geo-Engineering, 8, 1-16
International Journal of Transportation Engineering and Technology, 3(2), 19-24
Bulletin of Engineering Geology and the Environment, 74, 651-665
Archives of civil and mechanical engineering, 17(3), 639-650

The Interval Estimation about Confidence of the Reliability Index Zhangmiao Li 1, Xinjian Kou 1,a, Jianyong Huang 3 1School of Naval Architecture , Ocean and Civil Engineering, Shanghai Jiao Tong University, No.800 Dongchuan Road, Shanghai, China, 200240 2Guangxi Communications Planning Surveying and Designing Institute, Nanning, Guangxi, China akousong@sjtu.edu.cn Keywords: Statistical inference; Confidence interval; Reliability index Abstract.
In reliability engineering, the difficulties are the lack of the information and the perplexity of the engineering problems.
However, for many other engineering problems, it must use experimental data to calculate the reliability index (for instance the slope engineering).
As a result, the cost of the engineering will raise.
Engineering Application In real engineering, the major design parameters are the mean of variables.