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Minerals Engineering, 23(5):420-437, 2010
Minerals Engineering, 109:1-9, 2017
Minerals Engineering, 14(6):661-670, 2001
Journal Boston Society of Civil Engineering, ASCE, 30:219-237, 1943
Minerals Engineering, 96:94-98, 2016.

Strictly speaking, the engineering property of soil has a certain non-linear character.
One is engineering prevention measure, the other is hazard management.
The engineering prevention measure should depend on the damage types and classes.
So the engineers of KKH can master the dynamic information of hazards and damages to bridge.
So the prevention project of bridges along KKH becomes a long term of hard work for the engineers.

Githeko4,d 1Department of Industrial and Energy Engineering 3Department of Agriculture Engineering 4Department of Computer Science Egerton University, P.O.
Box 536-20115, Egerton, Kenya 2Department of Electrical and Electronics Engineering, Multimedia University, P.O.
Windows (Grilled louvers) Upper Floor Windows (Louvers) To Civil Block To E001 Test Site 2 Outside Wall Figure 1 Test Site 1: Front View of American Wing Building Engineering Block EOO1 Test site 2 Harry Thuku Road Figure 2 Test Site 2 Outside Far View of Engineering Block E001 Interior doors are fabricated with wood, while the exterior doors are made of iron grilled metal.
Pikk, Utilization of Received Signal Strength Indication by Embedded Nodes, Journal: Electronics and Electronic Engineering .- Kaunas:Technologija, 93 (50) (2009) 39-42
Dehmollaian, Hybrid Electromagnetic Models for the Purpose of Detection and Identification of Visually Obscured Targets, PhD Dissertation in Electrical Engineering at The University of Michigan (2007)

Journal of Marine Science and Engineering. 9 (2021) 1–18
Open Engineering. 12 (2022) 477–484
Key Engineering Materials. 927 (2022) 77–86
Lecture Notes in Mechanical Engineering. (2023) 237–246
Key Engineering Materials. 954 (2023) 167–175).

Constitutive behaviour of lateral ties confined polyolefin fibre reinforced concrete under monotonic axial compression S.Palanivel1,a and M.Sekar2,b 1Research Scholar, Structural Engineering Division, College of Engineering Guindy, Anna University, Chennai and Associate Professor, Pondicherry Engineering College, Puducherry, India 2Professor, Structural Engineering Division and Dean, College of Engineering Guindy, Anna University, Chennai, India aspalanivel@pec.edu and bmunusekar@annauniv.edu Keywords: Confined fibre reinforced concrete, Polyolefin fibre concrete, Synthetic fibre concrete, Constitutive behaviour , Stress–strain relationship Abstract.
Thanks are also extended to the faculties,supporting staffs and students of Structural Engineering Division, Building Technology Centre and Department of Mining Engineering, College of Engineering Guindy, Anna University, Chennai, India for extending their great testing facility and supports.
Wee: stress-strain relationship of high-strength fiber concrete in compression, journal of materials in civil engineering , Feb. 1999, pp 21-29 [14] H.C.Lima Junior and J.S.Giongo: Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression , Materials and Structures, Vol. 37, December 2004, pp. 689 – 697
Paultre et al.: Behavior of Steel Fiber-Reinforced High-Strength Concrete Columns under Uniaxial Compression, Journal of structural engineering ,ASCE / october 2010 / 1225-1235

Guiyang Engineering Co, Ltd, Hydrochina, Guiyang, 55081, China. 2.
School of Civil Engineering, Wuhan University, Wuhan, 430072, China.
Journal of Geotechnical and Geoenvironmental Engineering 134(7): 1015-1020
Journal of Geotechnical and Geoenvironmental Engineering 137(7): 663-677
Journal of Geotechnical and Geoenvironmental Engineering 127(6): 499-509

To prevent drilling waste from entering the soil and groundwater, it is necessary to provide an engineering system of organized waste collection.
To establish an engineering geological section and take soil samples, 5 wells with a depth of 10.5 m and 1 well with a depth of 3.0 m were drilled.
In terms of engineering and geological surveys, up to a depth of 10.5 m, five engineering and geological elements have been identified, and up to a depth of 25.5 m, three more engineering and geological elements (IGE): IGE-1a – soil-vegetation layer, chernozem, layer thickness up to 0.4 m.
Collection of scientific works (branch mechanical engineering, construction) 1 (40) (2014) 259–267
Notes in Civil Engineering Conference Paper, 181 (2022) 457–464.

., Nazarbayev University, School of Engineering, Astana, Kazakhstan, 010000, stokbolat@nu.edu.kz 2 53, Kabanbay Batyr Ave., Nazarbayev University, School of Engineering, Astana, Kazakhstan, 010000, tokpatayeva@gmail.com 3 53, Kabanbay Batyr Ave., Nazarbayev University, School of Engineering, Astana, Kazakhstan, 010000, sal-subaidy@nu.edu.kz Keywords: building orientation, CFD, energy efficiency, low energy design, wind comfort and safety Abstract.
In the past decade, CFD has been applied by engineers, designers and practitioners as a building services engineering tool for evaluating the indoor environment of buildings and its interaction with the building envelope, as well as for investigating the outdoor environment around buildings [12].
[6] Sin Bia, et al, An Integrated Control of Shading Blinds, Natural Ventilation and HVAC Systems for Energy Saving and Human Comfort.IEEE International Conference on Automation Science and Engineering, 2010
CFD As a Building Services Engineering Tool.
Engineering Structures, Vol. 18 No. 11, pp. 861-875, 1996

Integration of Geohazards in Urban Planning and Management Eleftheria Poyiadji1,2 a *, Dr Villy Kontogianni3,b and Nikolaos Nikolaou1,c 1 Institute of Geology and Mineral Exploration, Greece, Engineering Geologist M.Sc. 2 Earth Observation and Geohazards Expert Group (EOEG), EuroGeoSurveys, the Geological Surveys of Europe, Deputy Chair. 3 Institute of Geology and Mineral Exploration, Greece, Civil Engineer a kynpo@igme.gr, bvilly@igme.gr, cnikolaou@igme.gr Keywords: Geohazards, Urban Planning, Urban Management, PANGEO project Abstract.
A range of geohazard types are observed, including both natural processes such as compaction of deposits on the River Thames flood plain and anthropogenic instability due to water abstraction and recent engineering works.
For this reason, detailed studies are needed depending on the potential hazards and engineering judgment should be the main criterion for hazard and risk assessment.
Engineering Geology 102(2008), pp. 83-84
Proceedings International Symposium on Landslide and Debris Flow Hazard Assessment, National Center for Research on Earthquake Engineering, Taipei, 2004, C1-C17

International Journal of Engineering & Technology 7 (2018) 26–30
UNIMAS E-Journal of Civil Engineering Sarawak 6–12 (2015)
An overview of the basic engineering properties of Malaysian peats.
Geotechnical and Geological Engineering 29(6) (2011) 1135–1141
Engineering Properties of Fibrous Peats.