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Therefore, in China, polymer emulsions were mainly used in mortar for modification and for several special concrete engineering tasks such as repair engineering or for improving concrete durabilities [14, 15].
They proved to be impractical as a concrete additive for common engineering.
Brandt, Fibre reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering, Composite Structures, 86 (2008) 3-9
Ohama, Polymer modified mortars, The Journal of the College of Engineering of Nihon University, Series A, 19 (1978) 113-117

., Tomsk, 634050, Russia 3Department of Civil&Environmental Engineering, University of Wisconsin Milwaukee, P.O.
Duxson, Technical and commercial progress in the adoption of geopolymer cement, Mineral Engineering, 29 (2012) 89-104 [6] F.
Sobolev, Influence of Fe component from milling yield on characteristics of perlite based geopolymers, IOP Conference Series Materials Science and Engineering, 560 (2019) 012148 DOI: 10.1088/1757-899X/560/1/012148 [12] V.
Duxson, Technical and commercial progress in the adoption of geopolymer cement, Minerals Engineering, 29 (2012) 89–104
Series: Materials Science and Engineering 133 (2016) 012042 doi:10.1088/1757-899X/133/1/012042 [33] L.

In order to demonstrate the meaning of α on an engineering based example, a tensile test is simulated.
Shewchuk, Triangle: Engineering a 2D Quality Mesh Generator and Delaunay Triangulator, Applied Computational Geometry: Towards Geometric Engineering, 1148, 203-222 (1996) [8] R.
Taylor, FEAP - A Finite Element Analysis Program: User Manual, 596, Department of Civil and Environmental Engineering, University of California, Berkley (2009) [9] H.
Ortiz, A material independent Method for extending Stress Update Algorithms from small Strain Plasticity to finite Plasticity with multiplicative Kinematics, Engineering Computations, 9, 437-451 (1992) 160 Physical Modeling for Virtual Manufacturing Systems and Processes[15] J.

Chemical Engineering Transaction. 35: 703–708. doi: 10.3303/cet.1335117 [4] Worrell, E., Price, L., Martin, N., Hendriks, C., Meida, L.
American Journal of Engineering and Applied Sciences. 8(2) :263-274 doi: 10.3844/ajeassp.2015.263.274 [11] Bukhari, S.
Kemija u industry/Journal of Chemists and Chemical Engineers 62(3-4):65-70
Journal of Minerals and Materials Characterization and Engineering. 9 (5): 480-498. doi.org/10.4236/jmmce. 2021.95032 [32] Alkheder, S., Obaidat, Y.
Journal of Materials in Civil Engineering 32(6):04020135 doi: 10.1061/(ASCE)MT.1943-5533.0003180 [35] Chinese Standard (2002).

Experimental and Numerical Investigation on the Seismic Behavior of Large-Scale Beam to Column Exterior Joints Shicai Chen 1, a, Weiming Yan 1,b , Xiaoming Tian 1,c and Jie Gao 2,d 1 Beijing key laboratory of earthquake engineering and structural retrofit, Beijing university of technology, Beijing, 100124 2 China academy of building research, Beijing, 100013 acsc@bjut.edu.cn, byanwm@bjut.edu.cn, dgaojie@cabrtech.com Keywords: Precast Concrete; Layered Slab; Exterior Joint; Seismic Performance Abstract: In order to analyze seismic behavior of large-scale exterior joints of high-rise precast concrete structures, an experimental study on seismic performances of precast beam to column exterior joints with composite slab was conducted with large full-scale models.
Monolithic Specimen The reference monolithic (M) specimen was designed according to the China Civil Engineering Concrete Structure Code provisions for seismic regions.
Engineering Structures, 2005, 27(9): 1392-1407
Journal of Structural Engineering, V. 115, No. 2, 1989: pp. 316-340
Journal of engineering mechanics, 2000,126(8): 804-811

Burns1,d 1Department of Civil and Architectural Engineering, University of Cincinnati, Cincinnati OH USA ahunnzd@mail.uc.edu, bgian.rassati@uc.edu, cjames.swanson@uc.edu, burnstm@ucmail.uc.edu Keywords: Bolted Flange Plate, Non-Orthogonal, Skewed, Sloped, Finite Element, Seismic Abstract.
Designers in the United States have the option of adopting one of the prequalified connections provided, or to design an alternate connection, subject to the requirement to provide experimental and engineering information about the connection performance to the appropriate building official.
Uang, Cyclic Behaviour and Seismic Design of Bolted Flange Plate Steel Moment Connections, Engineering Journal 45 (2008) 221-232
Potryaj, Experimental Investigation of Dogbone Moment Connections, Engineering Journal 35 (1998) 128-139
TR-09/04, Department of Structural Engineering, University of California San Diego, La Jolla CA, 2010.

Static compaction of soils with varying clay content Alexandr Zhemchuzhnikov1, a *, Khosrow Ghavami1, b, Michéle Dal Toé Casagrande 1, c 1 Pontifícia Universidade Católica do Rio de Janeiro, Department of Civil Engineering, Marquês de São Vicente, 225 – Rio de Janeiro, Brazil aalx.zhm@gmail.com, bghavamil@puc-rio.br, cmichele.casagrande@hotmail.com Keywords: Static compaction, Compressed Earth Block, Clay.
It is widely used for the improvement of the mechanical characteristics of soil in earth construction and geotechnical engineering.
When the compaction properties of a soil are known, it is possible to prepare samples in the laboratory representative of the material in the field to be used for the determination of its engineering characteristics.
Jayawickrama, “Engineering Properties of Unstabilized Compressed Earth Blocks,” in Geo-Frontiers 2011: Advances in Geotechnical Engineering, 2011, pp. 2679–2688

Afolalu2,3,b 1Geology Department, Afe Babalola University, Ado Ekiti, Nigeria. 2Mechanical Engineering Department, Afe Babalola University, Ado Ekiti, Nigeria. 3Department of Mechanical Engineering Science.
This problem is currently being faced by the civil engineers during road construction on expansive roads.
Engineering-based modelling experiences of elementary gifted students: An example of bridge construction.
Journal of Building Engineering, 67, 105976

Edwards Dept of Materials Engineering, the Open University, Walton Hall, Milton Keynes, MK6 7AA, UK
Civil aircraft design regulations demand damage tolerance characteristics in safety critical parts.
Stephanescu, Ph.D Thesis (2001) Dept of Materials Engineering, Open University, UK [22] B.
Nadri, Ph.D Thesis (2004) Dept of Materials Engineering, Open University, UK [23] J.
Tan Ph.D Thesis (2006) Dept of Materials Engineering, Open University UK

Batch Electrocoagulation Treatment of Peat Water in Sarawak with Galvanized Iron Electrodes Nazzeri Abdul Rahman1,a*, Nur Afifah Tomiran1,b and Aiman Hakim Hashim1,c 1Department of Chemical Engineering and Energy Sustainability, Faculty of Engineering, Universiti Malaysia Sarawak, 94300 Kota Samarahan, Sarawak, Malaysia aarnazeri@unimas.my, bnurafifahtomiran@gmail.com, caiman512@ymail.com Keywords: Peat water, Electrocoagulation, Galvanized iron Abstract.
Wan Lili, Sarawak Peat Characteristics and Heat Treatment, UNIMAS e-Journal of Civil Engineering (2014)
Logan, Energy Efficient Electrocoagulation Using An Air-Breathing Cathode to Remove Nutrients from Wastewater, Chemical Engineering, 292 (2016) 308-314
Goel, Electrocoagulation of Drinking Water in Continuous Flow Mode for Fluoride Removal, Environmental, Biotechnology, and Chemistry Engineering, 64(9) (2014)