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Physical Characteristics and Oil Sorption Behavior of Fibers Derived from Oil Palm Empty Fruit Bunch Spikelets Alimah Hasyyati Sahda1,a*, Rais Rahmadi1,b, Allen Kurniawan1,c and Siti Nikmatin2,d 1Department of Civil and Environmental Engineering, IPB University, Bogor, Indonesia 2Department of Physics, IPB University, Bogor, Indonesia a*sahdaalimah@gmail.com, braisrahmadi@gmail.com, callenkurniawan@apps.ipb.ac.id, dsiti nikmatin@apps.ipb.ac.id Keywords: Oil and Grease, Oil Palm Empty Fruit Bunches, Palm Oil Mill Effluent, Spikelet Abstract.
Journal of the Civil Engineering Forum. 8 (2) (2022) 193-204
Industrial & Engineering Chemistry Research. 57 (8) (2018) 2727-2745

Journal of Building Engineering, 91 (2024).
Makhinko, To the Calculation of the Optimal Level of Reliability by Using Economic Indicators / Lecture Notes in Civil Engineering, 47 (2020) 251-259. https://doi.org/10.1007/978-3-030-27011-7_32
Proceedings of the 2020 session of the 13th fib International PhD Symposium in Civil Engineering (Paris, France, August, 26-28 2020 2 – 9

The Effect of Water to Cement Ratio on the Fresh and Hardened Mortar Containing Steel Slag as Cement Replacement Material Xiao Feng Li1,a, Shu Ing Doh1,b*, Chia Min Ho1,c, Siew Choo Chin1,d, Guo Qing Jing2,e 1Department of Civil Engineering, College of Engineering, Universiti Malaysia Pahang, 26300 Gambang Kuantan Pahang 2School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China amr.leexiaofeng2018@gmail.com, b*dohsi@ump.edu.my, chochiaminn@gmail.com, dscchin@ump.edu.my, egqjing@bjtu.edu.cn Keywords: Solid waste; mechanical; compressive strength; flexural strength; water absorption Abstract.

Oil Palm Clinker Potentility for Producing Lightweight Concrete : Compressive Strength, Tensile and Modulus of Elasticity Analysis REZUWAN Kamaruddin1,a*, MOHD Mustafa Al Bakri Abdullah2,3,b, MUHAMMAD Faheem Mohd Tahir3,c, JANUARTI Jaya Ekaputri4,d 1School of Bioprocess Engineering, Universiti Malaysia Perlis (UniMAP), P.O.
Box 77, D/A Pejabat Pos Besar, Kangar, Perlis 01000, Malaysia 2Faculty of Engineering Technology, Universiti Malaysia Perlis (UniMAP), P.O.
Box 77, D/A Pejabat Pos Besar, Kangar, Perlis 01000, Malaysia 3Center of Excellence Geopolymer & Green Technology (CeGeoGTech), School of Material Engineering, Universiti Malaysia Perlis (UniMAP), P.
Box 77, d/a Pejabat Pos Besar, 01000 Kangar, Perlis Malaysia. 4Department of Civil Engineering, ITS, Kampus ITS Surabaya, 60111, Indonesia.
Mechanical properties of a good mixture of tensile strength, compressive strength, modulus of elasticity, creep and shrinkage were satisfied the standard engineering codes of practices.

Multicriteria Decision Methodology Applied to the Textile Factory “La Juanona” in Antequera CAROLINA Bermudo Gamboa1,a,*, SERGIO Martín-Béjar1,b, JUAN Claver Gil2,c, LORENZO Sevilla Hurtado1,d 1Departamento de Ingeniería Civil, Materiales y Fabricación.
Universidad de Málaga, Málaga, Spain 2Department of Construction and Manufacturing Engineering, UNED, Madrid, Spain abgamboa@uma.es, bsmartinb@uma.es, cjclaver@ind.uned.es dlsevilla@uma.es Keywords: Multicriteria Decision, Textile Factory, Industrial Heritage, Antequera.
One based on the use of drones, photogrammetry and reverse engineering and the other on the application of multi-criteria decision support techniques for the selection of new uses with less impact on the conservation of the heritage values of the analyzed asset.
Acknowledgment The authors want to express their gratitude to the University of Málaga, Andalucía Tech, as well as to the Manufacturing Engineering Society, for granting the scholarship that has given rise to this research project.
Ramos, Sugar cane industrial heritage in oriental coast of Málaga A tourist route opportunity, IOP Conference Series: Materials Science and Engineering, Vol. 1193, (2021)

In-Plane Behavior of Adobe Masonry Wallets Strengthened Through Inorganic Matrix-Grid Composites CASSESE Paolino1,a*, FENU Luigi2,b, ASPRONE Domenico3,c, OCCHIUZZI Antonio1,4,d and PARISI Fulvio3,e 1National Research Council (CNR), Construction Technologies Institute (ITC), Secondary Branch of Naples, c/o Polo Tecnologico di San Giovanni a Teduccio, Naples, Italy 2University of Cagliari, Department of Civil Engineering, Environment Engineering and Architecture, Via Marengo 2, Cagliari, Italy 3University of Naples Federico II, Department of Structures for Engineering and Architecture, Via Claudio 21, Naples, Italy 4University Parthenope, Department of Engineering, Centro Direzionale Isola C4, 80143 Naples, Italy apaolino.cassese@itc.cnr.it, blfenu@unica.it, cd.asprone@unina.it, docchiuzzi@itc.cnr.it, efulvio.parisi@unina.it *corresponding author Keywords: Adobe masonry; Experimental tests; Textile reinforced matrix; Shear strength; Ductility; Hemp fibers; Glass fibers; Mud mortar
Several earthquakes occurred during last decades dramatically showed a high seismic vulnerability of such constructions, which are not generally engineered.
Korkmaz, Performance improvement studies of masonry houses using elastic post‐tensioning straps, Earthquake Engineering and Structural Dynamics, 36 (2007), 5, 683-705
Meguro, Seismic evaluation of earthquake resistance and retrofitting measures for two story masonry houses, Bulletin of Earthquake Engineering, 12 (2014), 4, 1805-1826
Müller, Experimental testing and finite element modelling of earth block masonry, Engineering Structures, 104 (2015), 80-94

Bernardo2,b 1Civil Engineering Department, College of Engineering Education, University of Mindanao, Davao City 8000, Philippines 2Civil Engineering Department, College of Engineering Education, University of Mindanao, Davao City 8000, Philippines areyalbert_cabotaje@umindanao.edu.ph, bgbernardo@umindanao.edu.ph Keywords: Performance Base Design; Pushover Analysis; Seismic Evaluation; Metro Davao Earthquake Model; Linear and Nonlinear Analysis; Deformation and Forced Controlled Action.
Structural Engineers and Practitioners widely use the code for Seismic Evaluation of Existing Buildings.
A few years later the American Society of Civil Engineering along with FEMA updated the study and published the ASCE 41 [6] [12].
Tian, “Simplified performance-based optimal seismic design of reinforced concrete frame buildings,” Engineering Structures, 01-Feb-2019.
Harris, “Collapse Prevention seismic performance assessment of new eccentrically braced frames using ASCE 41,” Engineering Structures, 23-Mar-2016.

Assessment of Queue Length and Delay at Toll Plaza Using Microscopic Traffic Simulation Mohammed Bally Mahdi1,3,a*, Lee Vien Leong 2,b 1,2School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia,14300 Nibong Tebal, Penang, Malaysia 3College of Engineering, Al-Muthana, University, Iraq aengmohbaly@yahoo.com, bceleong@usm.my Keywords: Toll plaza, microscopic traffic simulation, VISSIM, queue length, delay time.
In recent years, traffic engineers around the world have utilised microscopic traffic simulation models as tools to evaluate the performance of selected freeway facilities based on known traffic pattern data.
Subsequently, the engineering design layout of the toll plaza is required in order to specify the number of lanes, dimensions and payment type at each tollbooth in the software and to adjust the dimensions and configurations for the whole toll plaza.

Pore Structure and Chloride Ion Transport Mechanisms in Concrete Cai-Jun Shi1, 2, a , De-Hua Deng1,b and You-Jun Xie 1,c 1 College of Civil Engineering and Architecture, Central South University, Changsha, China 2 CJS Technology Inc., 2116 Upland Dr., Burlington, Ontario, Canada L7M 2Z2 a cshi@cjs-technology.com, bdlx0216@mail.csu.edu.cn, cxieyj@mail.csu.edu.cn Keywords: concrete; pore structure; transport mechanism; chloride ion Abstract.
Most engineering properties of hardened cement pastes and concrete, such as strength, shrinkage, permeability, etc., are influenced or controlled by their pore structure characteristics.

Wang 1 1 Center for Rock Instability and Seismicity Research, Northeastern University, Shenyang, China 2 Department of Civil Engineering, The University of Hong Kong, Hong Kong, China a Li-Lianchong@163.com, btca@mail.neu.edu.cn Keywords: Numerical simulation, Heterogeneous material, Hydraulic fracturing, Seepage mechanics, Failure process.
The research provides valuable guidance to the designers of hydraulic fracturing engineering.
In hydraulic fracturing engineering, in order to increase the permeable communication between injection and production wells for enhanced petroleum recovery, it may be desirable to have multiple fractures.