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Stability Analysis Research of Modified CD-Newmark Numerical Integral Method in Seismic Pseudo-dynamic Test CAI Xin jiang1, 2, a, TIAN Shi zhu1, 2, b 1Jiangsu Province Key Laboratory of Structure Engineering, Suzhou University of Science and Technology, Suzhou 215011, China 2School of Civil Engineering, Suzhou University of Science and Technology, Suzhou 215011, China acaixinjiang77@126.com, btianshizhu@mail.usts.edu.cn Keywords: seismic; pseudo-dynamic; numerical integration; combined method; stability Abstract.
Journal of Engineering Mechanics, 2012, 138(7): 867-876 [4] B.
Journal of Engineering Mechanics, 2013, 139(2): 219-228 [5] Q.
China Civil Engineering Journal, 2010, 43 (Supplement): 515-519.
Joural of Earthquake Engineering and Engineering Vibration, 2011, 31(5): 60-67.

Instantaneous Stochastic Optimal Control of Seismically Excited Structures based on Time Domain Explicit Method Xueping Li1,a, Chao Yu1,b , Jieyang zhang2,c , Jingjie Zhou1,d , Linming Zhang1,e 1State Key Laboratory of Subtropical Building Science, School of Civil Engineering and Transportation, South China University of Technology, 510640, People Republic of China; 2Zhejiang Province NO.2 Steel Structure Co.
Introduction Civil engineering structures are often subjected to random excitations, such as earthquakes, wind gusts.
Probabilistic Engineering Mechanics, 2010, 25:245-248
Probabilistic Engineering Mechanics, (1991), 6:204-211 [8] J.
Engineering Mechanics, (2010).77-83

Delgadillo1,c* 1Department of Civil Engineering, Universidad Peruana de Ciencias Aplicadas (UPC), Prolongación Primavera 2390, Monterrico Santiago de Surco, Lima, Peru 2Department of Civil and Environmental Engineering, Technical University of Catalonia (BarcelonaTech), Catalonia, Spain.
Construction Journal of Materials in Civil Engineering 34(2), (2021). https://acortar.link/ZAruMa [5] Brito, M.
codigo=5069938 [10] Instituto Nacional de Defensa Civil - INDECI. (2023) Informe de Emergencia N°219.

Numerical Analysis on Loading History Correlation for Large Deformation Control within Deep Soft Rock Yuan Yue1,2, a, Wang Xuchun3,b and Liu Xin 1,2,c 1School of Mechanics and Civil Engineering, China University of Mining and Technology(Beijing),Beijing,100083,China 2State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology(Beijing),Beijing,100083,China 3School of Civil Engineering, Qingdao Technological University,Qingdao,266033,China ayuanyuekafu@163.com, bxuchun_wang@263.net, cliuxinzhijia@163,com Keywords: Deep Soft Rock, Nonlinear Large Deformation Control, Large Deformation Mechanical Design, Loading History, Numerical Calculation.
Study on rock mechanics in deep mining engineering[J].
Chinese Journal of Rock Mechanics and Engineering, 2005, 24(16): 2803-2813.
Chinese Journal of Rock Mechanics and Engineering, 2007, 26(5): 934-943.
FLAC/FLAC3D foundation engineering and projects[M].

Research on the Stress-Strain Law of Abutment Approach Embankment Filled with Liquid Fly Ash Hong liang Li1, a, Can zhang Jin1 , Chun feng Yang2, b and Heng nan Gao2 1 Tianjin Municipal Engineering Design ＆ Research Institute, No. 239 Yingkou Street, Heping District, Tianjin, 300051, China 2 School of Civil Engineering, Hebei University of Technology, No. 5340 Xinping Street, Beichen District, Tianjin, 300401, China ahlli2014@126.com, bcfy211@163.com Keywords: Subgrade engineering, Abutment backfill, Liquid fly ash, Stress, Settlement Abstract.
Coupled with the the structural differences of the abutment and embankment, how to ensure abutment stable and prevent bridge head bump has been an engineering roadblock in the abutment approach embankment filling engineering.
Engineering properties of liquid fly ash Mix Proportion of liquid fly ash material.
Engineering properties of liquid fly ash material.
“Test Methods of Materials Stabilized with Inorganic Binders for Highway Engineering”.

School of Civil Engineering, Lanzhou jiaotong University, lanzhou 730070,CHINA awangchang-f@126.com, b396130106@qq.com Key Words: FPS; tall pier; simply-supported steel truss girder; seismic isolation Abstract: Friction pendulum systems are sliding bearing that make use of a spherical concave surface to provide a restoring force and friction force to dissipate earthquakes energy.
For these reasons, FPS has got recognized by the earthquake engineering communities and engineers at home and abroad.
In this paper, the full-bridge finite element model is established using Midas civil finite element program and then does the seismic response analysis for it.
World Earthquake Engineering,2008, Vol.24 (1): 6-11
Seismic isolation analysis of FPS bearings in spatial lattice shell structure [J]. earthquake engineering and engineering vibration, 2010, 9(1): 93-102

Such is proved this that the case has been fallen short of engineering facts.
References [1] CHEN Liang-kui.Development and situation of anchorage engineering.China Civil Engineering Journal,2001,34(1):7-12.
Chinese Journal of Rock Mechanics and Engineering, 2005,24(5):898-904.
Behavior of braced and anchored wall in soil overlying rock.Journal of Geotechnical and Geoenvironmental Engineering,2001,127(3):225-232
Research on Gound Anchors in Noncohesive Soil.Proceeding of the 9th International Conference on Soil Mechanics and Foundation Engineering.Tokyo:the Japanese Society of Soil Mechanics Engineering,1977,96-103.

Fracture analysis of plates with elliptical hole fabricated from Q235 steel Wanzhen Wang1, a, Haitao Ji2, b 1Faculty of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo, Zhejiang 315211, China 2School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu 730050, China awangwanzhen1975@sina.com, bwushanjihaitao@sina.com Keywords: Structure Steel, Plate with Elliptical Hole, Fracture Test, Elliptical Yield Model, Elliptical Fracture Model.
Xue: submitted to Engineering Fracture Mechanics (2009)
Bao: submitted to Engineering Fracture Mechanics (2005)
Zheng: submitted to China Mechanical Engineering (2006).
Wang: submitted to Engineering Mechanics (2008).

Analysis of Excavation Monitoring for the Fu-Qing Road Station in Ningbo Urban Rail Transit Ronghua YE1, a, Ganbin LIU1,b and Junneng YE2,c 1College of civil engineering, Ningbo University, Ningbo 315211, China 2Ningbo urban rail transit project construction headquarter, Ningbo 315012, China a398971622@qq.com, bLiugb76@163.com, cyjn75@139.com Keywords: Foundation pit; Displacement; Axial supporting force; Settlement Abstract.
There are engineering to be built at both the east and west of the site which is flat and open.
Engineering Geologic Condition According to the depositional age and depositional environment, the stratum can be divided as 9 engineering geological strata and 25 subhorizon.
An, J.Y Gao.: Chinese Journal of Geotechnical Engineering Vol.29 (2007), p. 872-879
Wang.: Chinese Civil Engineering Journal, Vol. 41(2008), p. 81-86

Preliminary Result of Permafrost Roadbed Settlement Measurement Using Satellite D-InSAR Technology Qu Lin Tan 1, a, Chou Xie 2,b 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 2 Institute of Remote Sensing Applications, Chinese Academy of Sciences, Beijing 100101, China aqltanbjtu@163.com, bxiechou@irsa.ac.cn Keywords: SAR remote sensing, interferometry, Roadbed settlement, Deformation monitoring, Qinghai-Tibet railway Abstract.
It has very important engineering significance for state key infrastructure long-term monitoring system in plateau permafrost region.
The seasonally freezing bulge and thawing subsidence are main hazards for engineering construction in permafrost regions [1].
Yang: Discussion on Monitoring Ground Subsidence of Permafrost Roadbed Using Satellite D-InSAR Technology, Journal of Railway Engineering Society, Vol.27 (2010) No.1, p.4
Yang: SAR differential interferometry technology and its application to regional deformation surveying: a case study, Journal of civil engineering and architecture, Vol.2 (2008) No.1, p.73