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The geosynthetics durability damage mechanism in engineering is very complex.
The United States had inspected the durability of geosynthetics used in engineering [6].
Non-linear mapping method With the development of artificial intelligence research, machine learning methods, represented by neural network, have been introduced to study the durability of civil engineering.
Water Resources and Hydropower Engineering.
China harbour engineering.

HEC-RAS was the first developed GIS software with hydrological modeling functionalities [16] by Army Corps of Engineers.
Transactions of the American Society of Agricultural Engineers (ASAE) (2004). 47(3), p.789-803 [3] D.Z.
Photogrammetric Engineering and Remote Sensing (1994),60, p.67-76 [20] A.P.J.
Stafford (Ed.), Civil engineering applications of remote sensing and geographic information systems (p.269-277).New York: ASCE (1991)
Journal of Hydrologic Engineering (2007), 12(6), p.639-650 [41] A.

Petersburg, Polytechnicheskaya St, 29, SPbPU 195251, Russian Federation 2Zelena 944/5, 16000 Praha 6, Czech Republic, 16000 3Donbas National Academy of Civil Engineering and Architecture, 2a, Derzhavine Str, Makeevka 86123, Ukraine akorsun_vi@mail.ru, bu2kalmikov@gmail.com, cs.u.makarenko@donnasa.ru Keywords: multiaxial stress state, concrete failure criteria, strength surface, meridional and deviatoric curves Abstract.
In Bulletin of National technical university of Ukraine “Kiev polytechnic institute” for mechanical engineering series, Vol.63, 2011. p. 288-291.
Jornal Materials Civil Engineering, Vol.17(2), 2005. p. 219-218

Remediation of Lead and Cadmium Contaminated Soil Using Lime with Nanosolicamaterials Saffa Nader Jihad1,a, Khitam Abdulhussein Saeed2,b* 1Environmental of Engineering Department, Mustansiriyah University, College of Engineering, Iraq 2Water of Resources Engineering Department, Faculty of Civil Engineering, Mustansiryah University, Iraq aEcma011@uomustansiriyah.edu.iq, bkhitamhussein@uomustansiriyah.edu.iq Keywords: Soil Stabilization, solidification, Contaminated Soil, Nano Silica, Lime, pozzolanic Materials, leachability unconfined compressive strength Abstract.
With the rapid development of society, more and more soils are polluted by heavy metals, which leads to a change in soil engineering properties.
In engineering practice, engineers usually use additives to solidify and stabilize (s/s) heavy metal-contaminated soils.
In Geotechnical Engineering and Sustainable Construction, Springer, Singapore, 2019 781-791 [14] F.
Tawfik, Role of barium carbonate and barium silicate nanoparticles in the performance of cement mortar, Journal of Building Engineering, 44, 2021 102721.

The Effect on The Overall Performance of Frame Structure of Local Column Destruction Yuedong Sun 1, a , Yuming Lin 1, b 1 Shandong Provincial  Key  Laboratory  of  Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology), Qingdao 266510 ,China asunyd1236@126.com, b lym11386@sina.com Keywords: Frame structure, Alternative load path method, Accidental loading, Nonlinear static analysis.
The collapse event of Roint Point apartment tower collapse happened on Mail 16 1985 in London, the event of World Trade Center twin towers occurring progressive collapses caused by plane crashes on September 11,2001, and so on, all of these low probability and high loss rates events require structural engineer to provide effective measures to prevent the same things from happening again.For reinforced concrete frame structure, the sudden failure of frame columns is the accident that arises very frequently, when suffering accidental loading.
Earthquake Engineering and Engineering Vibration,1989(9), p.67-78

Ponthot: Computer Methods in Applied Mechanics and Engineering, Vol. 193, pp. 4323-4353 (2004) [9] R.
Ponthot, in: Modelling in Mechanical and Civil Engineering.
Benson: Computer Methods in Applied Mechanics and Engineering, Vol. 72, pp. 305-350 (1989) [12] D.
Benson: International Journal for Numerical Methods in Engineering, Vol. 75, pp. 1549-1580 (2008) [13] J.

Investigation and analysis on Seismic Damages of Mountain Tunnels Subjected to Wenchuan earthquake Shuangjiang Tao1,2,a, Bo Gao1,b, Yumin Wen1,c , Xiang Zhou1,d 1School of civil Engineering, Southwest Jiaotong University, Chengdu, China 2Sichuan Provincial Communications Department Highway Planning, Survey, Design & Research Institute ayizhupx@126.com, bProfgao@163.com, ccdz1314@yahoo.com, dcdz1314@126.com, Keywords: Wenchuan earthquake; mountain tunnels; seismic hazards; corresponding measures Abstract: Wenchuan earthquake of May 12 struck China with amazement in 2008, which inflicted the devastating destruction to the public transport infrastructures in Sichuan province.
Rozen, Damage to rock tunnels from earthquake shaking, Geotechnical Engineering and Mechanics, ASCE, (1978) 175-191 [2] H.B.
Okamoto, Introduction to earthquake engineering, 2nd ed., University of Tokyo Press, Tokyo, 1984 [8] S.
Okamoto, Introduction to earthquake engineering, University of Tokyo Press, Tokyo, 1973 [9] H.

3D Visual Technology of Geo-Deformation Disasters Induced by Mining Subsidence Based on ArcGIS Engine YANG Ke-ming, MA Jun-ting, PANG Bo, WANG Yi-bin, WANG Ran, DUAN Meng-ting College of Geoscience and Surveying Engineering, China University of Mining & Technology (Beijing) Beijing 100083, China ykm69@163.com Keywords:Mining subsidence; geo-deformation prediction; ArcGIS Engine; ComGIS programming; 3D Visualization Abstract.
Introduction Underground mining is often the cause of considerable damage to structures located within the area of influence of underground mining works, such that can cause ground subsidence and deformations [1], and civil buildings in these areas do not always withstand these movements and deformations, and may suffer severe structural damage [2].
Homand, “Taking the soil–structure interaction into account in assessing the loading of a structure in a mining subsidence area,” Engineering Structures, Vol. 25, 2003, pp. 435-448
Lopez-Sanchez, et al., “Advanced DInSAR analysis on mining areas: La Union case study (Murcia, SE Spain),” Engineering Geology, Vol. 90, 2007, pp. 148-159
“Prediction of subsidence due to coal mining in Raniganj coalfield, West Bengal, India,” Engineering Geology, Vol. 39, 1995, pp. 103-111

Model of Interval Multi-objective Planning of Land-use and Its Application: Transactions of the Chinese Society of Agricultural Engineering Vol. 24 (2008), p. 68-73
Land Use Change in Loess Hilly Region Based on CA-Markov Model: Transactions of the Chinese Society of Agricultural Engineering Vol. 26 (2010), p. 297-303
Modeling and Methodological Strategy of Discrete Element Method Simulation for Tillage Soil Dynamics: Transactions of the Chinese Society of Agricultural Engineering Vol. 19 (2003), p. 34-38
Investigation on Urban Construction Land Use with a New Structure Optimization Model: SD-MOP Integrated Model: China Civil Engineering Journal Vol. 44 (2011), p. 129-135

Jalil3,c 1Faculty of Applied Sciences, Universiti Teknologi MARA (UiTM), 40450 Shah Alam, Selangor, Malaysia 2Institute of Infrastructure Engineering and Sustainable Management, Universiti Teknologi MARA (UiTM), 40450 Shah Alam, Selangor, Malaysia awanhazira@gmail.com, bzakiahah@hotmail.com, cashariaj@gmail.com Keywords: Glulam, Malaysian hardwood timber; Bending strength; Delamination; Shear glue line Abstract.
Introduction Glued-laminated timber (glulam) is a structural engineered timber product manufactured by gluing together individual pieces of dimensional and strength graded timber under stringent manufacturing conditions, as per MS758:2001 [1].
Wood as an Engineering Material.
International Journal of Civil & Environmental Engineering IJCEE-IJENS, vol.11, no. 04, pp. 7 – 12.