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Challenges in Translating Rubberized Mortar Properties to Concrete: Segregation and Shear Slump Sheikh Zakria Ejaza, Chaudhary Tabarak Shafqatb, Usama Jameelc, Hurraira Choudaryd, Anwar Khitabe,* Department of Civil Engineering, Mirpur University of Science & Technology (MUST) Mirpur-10250 (AJK) Pakistan as.zakria.ejaz@gmail.com, btabarakchu@gmail.com, cusamajameel019@gmail.com, dhurrairashaukat74@gmail.com, *anwar.ce@must.edu.pk Keywords: Rubberized cementitious composites, performance enhancement, silica fumes, fly ash, polypropylene fibres.
A brief and relevant literature review is presented here as follows: Al-Fakih et al. investigated the use of Polyvinyl Alcohol fibres (PVA) and fly ash for enhancing the characteristics of rubberized Engineered Cementitious Composites (ECC).
The authors are grateful to their colleagues in the Civil Engineering Department MUST for their assistance throughout the experimental work.
Liew, On rubberized engineered cementitious composites (R-ECC): A review of the constituent material, Case Stud.

Analysis on the Seismic Behavior of extended end-plate connections of Steel Frame Structure Yan Zhuling1,a , Cui Baolong2,b ,Zhang Ke3,c 1,2 Yan’an, Shan’xi, China, Teaching and research section of Civil Engineering of Yan’an University, 716000 3 Xi’an, Shan’xi, China, College of Architecture of Xi’an University of Architecture and Technology, 710055 ayzhl20081@126.com，bydxxxytmcbl@126.com，cydxxxytm@126.com Key words: semi-rigid connections; steel frame; extended end-plate connection; seismic performance; hysteresis curve; finite element method; end-plate stiffening rib; Abstract: This paper conducts analysis on beam-column extended end-plate semi-rigid connection joint concerning monotonic loading and cyclic loading of finite element through ANSYS program, mainly discussed the influence of parameters such as the form of end plate stiffening rib on anti-seismic performance of joint. 1.
The Structural Engineer,1986,64A(5)； [7] Aggarwal A K.
Journal of Structural Engineering,1990,116(11)； [9] Adey B T, Grondin G Y, Cheng J J R.
Canadian Journal of Civil Engineering,2000,27(4)； [10] Shi Gang.

Introduction Monolithic construction, as an architectural system for the construction of buildings and structures made of concrete and reinforced concrete, has been the main trend in the development of industrial and civil construction in the Russian Federation and other foreign countries for the last three decades.
Litovka, Choice of options for mechanization of concrete work in monolithic-frame construction, Engineering Bulletin of the Don. (1) (2019) Information on ivdon.ru/ru/magazine/archive/n1y2019/5507
Usepyan, Influence of stone crushing screening and mineral filler on the characteristics of fine-grained self-compacting concretes, Engineering Bulletin of the Don. 3 (2017).
Elsufiev, On the efficiency of using a viscosity modifier in self-compacting concretes, Engineering Bulletin of Don. 3 (2017).
Smirnova, Compatibility of Portland cement and polycarboxylate-based superplasticizers in high-strength concrete for precast constructions, Magazine of Civil Engineering. 6 (2016) 12–22. doi: 10.5862/MCE.66

Soshinskiy, Investigation of the influence of the physical properties of landfill soils on the stability of slopes in the context of solving civil security problems, Materials Science Forum. 1038 (2021) 407–416
Melnyk, The Use of Electrical Monitoring and Surveillance Systems to Prevent Emergencies of a Terrorist Nature (on the Example of Motor Vehicles), 2019 IEEE 20th International Conference on Computational Problems of Electrical Engineering (CPEE) (2019) 1– 4
Dhar, Fate of disposable face masks in high-solids anaerobic digestion: Experimental observations and review of potential environmental implications, Case Studies in Chemical and Environmental Engineering. 3 (2021) 10008
Rocha-Santos, An urgent call to think globally and act locally on landfill disposable plastics under and after covid-19 pandemic: Pollution prevention and technological (Bio) remediation solutions, Chemical Engineering Journal. 426 (2021) 131201
Burmenko, Analysis of the Influence of Anthropogenic Factors of the Urbanized Territory of Poltava Region (Ukraine) on the State of River Water, Ecological Engineering & Environmental Technology. 23(2) (2022) 185–192

3-D Morphological Analysis of Carbon-Nickel Nanocomposite Thin Films Ştefan Ţălu1,a*, Alicja Rąplewicz2,b, Sebastian Stach2,c, Mihai Ţălu3,d and Daniela Vintilă3,e 1The Technical University of Cluj-Napoca, The Directorate of Research, Development and Innovation Management (DMCDI), Constantin Daicoviciu Street, no. 15, Cluj-Napoca, 400020, Cluj county, Romania 2University of Silesia in Katowice, Faculty of Science and Technology, Institute of Biomedical Engineering, 39 Będzińska Street, 41-200 Sosnowiec, Poland 3University of Craiova, Faculty of Mechanics, Department of Applied Mechanics and Civil Engineering, Calea București Street, no. 107, 200512 Craiova, Dolj county, Romania astefan_ta@yahoo.com, baraplewicz@us.edu.pl, csebastian.stach@us.edu.pl, dmihai_talu@yahoo.com, evintila_dnl@yahoo.com Keywords: atomic force microscopy, Nickel–Carbon (Ni–C) nanocomposite thin films, stereometric analysis, three-dimensional surface microtexture.
The sample investigation was performed using an atomic force microscope, and the obtained data were analyzed and visualized using MountainsMap® Premium software to determine their stereometric surface engineering characteristics.
An accurate surface analysis can greatly facilitate the engineering design process, especially for the items such as implants and prostheses, which require the special attention and precision.
An accurate surface analysis can greatly facilitate the engineering design process.

Jonkers1,k 1Faculty of Civil Engineering and Geosciences, Delft University of Technology, The Netherlands 2Chair of Sustainable Construction, ETH Zurich, Switzerland 3Amaco-atelier matières à construire - Les Grands Ateliers, Villefontaine, France 4Faculty Research Centre for Built & Natural Environment, Coventry University, Coventry, UK 5Department of Civil Engineering, Indian Institute of Science, Bangalore, India 6Centre for Bio-mediated and Bio-inspired Geotechnics, Arizona State University, USA 7Faculty of Applied Sciences, Delft University of Technology, The Netherlands 8Faculty of Architecture and the Built Environment, Delft University of Technology, The Netherlands a*Y.Kulshreshtha@tudelft.nl, bp.j.vardon@tudelft.nl, cdu@ibi.baug.ethz.ch, dhabert@ibi.baug.ethz.ch, eaurelie.vissac@amaco.org, fjeanclaude.frederick.morel@gmail.com, gmsrao@iisc.ac.in, hleon.vanpaassen@asu.edu, im.c.m.vanloosdrecht@tudelft.nl, jn.j.a.mota@tudelft.nl, kh.m.jonkers@tudelft.nl *Corresponding
Review on biopolymer-based soil treatment (BPST) technology in geotechnical engineering practices.
A Review of the Application of Biopolymers on Geotechnical Engineering and the Strengthening Mechanisms between Typical Biopolymers and Soils.
Geoenvironmental Engineering, in: Das, B.M.
(Ed.), Geotechnical Engineering Handbook.

Enhancing the Mechanical Properties of Cement-Stabilized Soil Using Microcellulose and Styrene-Butadiene Emulsion Pornlada Pongmuksuwana*, Wanlop Kitisatornb Department of Materials and Production Technology Engineering, Faculty of Engineering, King Mongkut’s University of Technology North Bangkok, Bangkok 10800, Thailand apornlada53112@gmail.com, bwanlop.h@eng.kmutnb.ac.th Keywords: Natural rubber latex, Soil cement, Pavement, Mechanical properties.
In geotechnical engineering, the enhancement of soil properties is crucial for cost-effective construction practices.
Introduction In road construction and geotechnical engineering activities, utilizing on-site soil is crucial to minimize transportation costs.
Overall, this study underscores the importance of carefully balancing the composition of polymer-modified cement-stabilized soils to achieve optimal mechanical properties, offering valuable insights for the development of sustainable and resilient construction materials in geotechnical engineering applications.
Makusa, Soil stabilization methods and materials (2012), Department of Civil, Environmental and Natural resources engineering Division of Mining and Geotechnical Engineering Luleå University of Technology, Luleå, Sweden [2] P.

Study on the deformation of supporting structure for foundation pit in strata with rock-soil combination YAO Aijun 1,a, ZHANG Xindong 2,b, ZOU Xianjun3,c 1,2 The institute of architecture and civil engineering Beijing university of technology NO 100 Pingleyuan Chaoyang district, Beijing 100124, China; 3,No. 83 Shazhengjie Shapingba district Chongqing 400045, China a yaj@bjut.edu.cn b erdong7336021@163.com c zxj7981128@126.com Key words：Rock-soil Combination; Retaining Structures of Foundation Pit; Monitoring Analysis; Numerical Simulation Abstract.
Fig.1 Layout of plan of station Fig.2 Layout of profile of station Geotechnical Engineering Condition and Retaining Structure Engineering geology condition The project site is high in the west and low in the east.
So in the similar engineering designs, the stability of mudstone should be considered properly
Chinese Journal of Underground Space and Engineering, Vol. 3 (2007), p. 1575-1579
Chinese Journal of Geotechnical Engineering, Vol. 28 (2006), p. 1455–1459

Numerical Simulation of Temperature Distribution in Conductive Asphalt Solar Collector due to Pavement Material Parameters Shaopeng WU 1, a, Bo LI2,b , Hong WANG3,c and Jian QIU 4,d 1 Key Laboratory of Silicate Materials Science and Engineering (Wuhan University of Technology), Ministry of Education, Wuhan 430070, China 2 Key Laboratory of Silicate Materials Science and Engineering (Wuhan University of Technology), Ministry of Education, Wuhan 430070, China 3 Key Laboratory of Silicate Materials Science and Engineering (Wuhan University of Technology), Ministry of Education, Wuhan 430070, China 4 Key Laboratory of Silicate Materials Science and Engineering (Wuhan University of Technology), Ministry of Education, Wuhan 430070, China a wusp@whut.edu.cn, blip@whut.edu.cn, cwhtwanghong@tom.com, d qiuj@whut.edu.cn Keywords: Conductive, Asphalt solar collector, Temperature Prediction, Finite Element Model Abstract: Asphalt pavement serving as solar collector
The ability of accurately predict asphalt pavement temperature at different depths will greatly help pavement engineers in determining the solar energy potential of conductive asphalt collector.
Ultimately, the model is aimed at providing pavement engineers with an efficient computational tool that attempts to access the energy potential of conductive asphalt soalr collector.
Transportation Engineering, Vol.132(2006), P.162 [4] Marcel Loomans, Henk Oversloot.
Materials in Civil Engineering, Vol.18,( 2006), P. 492

GPS Monitoring and Warning On Bazimen Landslide Nengyong Wang1, a,Jian Wu1,b ,Lang Xia 1,c and Jinbao Zhao1,d 1College of Civil & Architecture Engineering of China Three Gorges University, Yichang, Hubei,443002, China awangny2007@163.com,bwujian73@163.com,cxialanglove@163.com, dzjb15572729889@126.com Keywords: Situation ;Landslide monitoring ;GPS deformation point ;Bazimen landslide Abstract: Our country is one of the countries that with serious geological disasters,every year we loss nearly twenty billion yuan and hundreds of people dead because of it.
Bazimen landslide is one of them.Based on the research of Engineering geological characteristics，formation mechanism, failure mode and later change trend of Zigui county Bazimen landslide in Three gorges reservoir area,we put forward the warning construction scheme of landslide monitoring, introduce the layout of monitoring network and the construction technical requirements of all kinds of deformation monitoring,it can be refered to by other landslide monitoring projects. 0 introduction Yangtze River Three Gorges Reservoir Area is the prone and harder-hit area of geological disasters in our country where the natural geological condition is complex and rainstorms and floods come frequently.
To ensure the connection of the rehabilitated provincial road and the safety of human life and property, we should build professional monitoring and warning engineering system of the landslide as soon as possible, as well as enhance the education and propaganda of the public’s monitoring and warning.