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Online since: September 2014
Authors: Shu Min Nie, Feng Ren
Study on Risk Management of Deep Foundation Pit Engineering
Shumin Nie 1, a, Feng Ren 2,b
1 School of Resourses and Environment, University of Jinan, Jinan, China
2 School of Civil Engineering and Architecture, University of Jinan, Jinan, China
afo_niesm@ujn.edu.cn, bcea_renf@ujn.edu.cn
Keywords: Deep foundation pit engineer, Risk Assessment , Risk Control
Abstract.
Using engineering testing technology, establishes a monitoring based deep foundation pit engineering risk management mode.
Risk Measurement, Risk Assessment and Risk Control of Deep Foundation Pit Engineering Risk Measurement of Deep Foundation Pit Engineering.
Risk Assessment of Deep Foundation Pit Engineering.
Risk assessment for civil engineering facilities :critical overview and discussion[J].
Using engineering testing technology, establishes a monitoring based deep foundation pit engineering risk management mode.
Risk Measurement, Risk Assessment and Risk Control of Deep Foundation Pit Engineering Risk Measurement of Deep Foundation Pit Engineering.
Risk Assessment of Deep Foundation Pit Engineering.
Risk assessment for civil engineering facilities :critical overview and discussion[J].
Online since: November 2013
Authors: Ze Wei Zhang
These results can increase overall support strength of the civil construction, and also facilitate the overall installation and transportation of this device and reduce the production cost by using the split-type baseboard and pile body.
Introduction With the continuous development of civil and construction engineering, buildings with the cast-in-place structure have become a main trend in today's construction industry.
First of all, the impact force is only exerted at the time of filling cement paste, in order to solidifyand compact the cement paste poured into the pile body to meet the needs of the overall strength of the civil construction.
Conclusion This study has obvious effect for the cast-in-place civil construction engineering, i.e., it can solidify and compact the cement paste inside the body of soldier pile through the designed vibrating hole to increase overall supporting strength of the civil construction while the cast-in-place construction is carried out, by using the split-type baseboard and pile body, it can facilitate this device's overall installation.
Chinese Journal of Geotechnical Engineering, 2004, 26(1): 95-99
Introduction With the continuous development of civil and construction engineering, buildings with the cast-in-place structure have become a main trend in today's construction industry.
First of all, the impact force is only exerted at the time of filling cement paste, in order to solidifyand compact the cement paste poured into the pile body to meet the needs of the overall strength of the civil construction.
Conclusion This study has obvious effect for the cast-in-place civil construction engineering, i.e., it can solidify and compact the cement paste inside the body of soldier pile through the designed vibrating hole to increase overall supporting strength of the civil construction while the cast-in-place construction is carried out, by using the split-type baseboard and pile body, it can facilitate this device's overall installation.
Chinese Journal of Geotechnical Engineering, 2004, 26(1): 95-99
Online since: January 2022
Authors: Simone Pereira Taguchi Borges, Rosinei Batista Ribeiro, Jorge Luiz Rosa, José Wilson de Jesus Silva, André Luiz de Paulo Carolino
Estimates indicate that civil construction represents 40% to 60% of urban solid waste in large cities.
The civil construction market presents itself as one of the best alternatives to consume recycled materials [16-18].
Civil construction demolition residue has been collected from an inert landfill in Lorena/SP.
Bornscheuer, Hot spots for the protein engineering of Baeyer-Villiger monooxygenases.
Barros, Identification of the environmental impacts contributors related to the use of Additive Manufacturing Technologies, Chemical and Process Engineering.
The civil construction market presents itself as one of the best alternatives to consume recycled materials [16-18].
Civil construction demolition residue has been collected from an inert landfill in Lorena/SP.
Bornscheuer, Hot spots for the protein engineering of Baeyer-Villiger monooxygenases.
Barros, Identification of the environmental impacts contributors related to the use of Additive Manufacturing Technologies, Chemical and Process Engineering.
Online since: October 2013
Authors: Yuan Qing Wang, Guang Yang, Tian Shen Zhang, Yan Nian Zhang
Finite Element Analysis of Influencing Factors of the Spherical Bearing Horizontal Offset in an Interchange Curved Bridge in Beijing
Guang Yang1,a, Yuanqing Wang2,3,b , Tianshen Zhang2,3 and Yannian Zhang1
1College of Civil Engineering of Shenyang Jianzhu University, Shenyang 110168, China
2Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University, Beijing 100084, China
3Detecting Center of Structure Engineering of Tsinghua University, Beijing 100084, China
ayguang171@126.com, bwang-yq@mail.tsinghua.edu.cn
Keyboards: spherical bearings; horizontal offset; finite element.
Then import DXF file to MIDAS/Civil to generate space beam element automatically.
Therefore, the final inputs for the civil units should be an adjusted value in terms with that change.
Ke, Temperature deformation and arrangement of support system of the plane curved bridge, Railway Engineering, 1 (2005) 7-9
[7] JTJ001-97, Technical Standard of Highway Engineering, China Communications Press, Beijing, 1997
Then import DXF file to MIDAS/Civil to generate space beam element automatically.
Therefore, the final inputs for the civil units should be an adjusted value in terms with that change.
Ke, Temperature deformation and arrangement of support system of the plane curved bridge, Railway Engineering, 1 (2005) 7-9
[7] JTJ001-97, Technical Standard of Highway Engineering, China Communications Press, Beijing, 1997
Online since: March 2013
Authors: Hui Liu, Li Qiao Li, Wei Li, Chun Xiao, Qiang Li
The cross-correlation coefficients between various signals can provide the reference to the whole health status of the civil engineering structure, and then enhance the accuracy of structural health assessment.
Introduction In recent years, many security incidents of large-scale civil engineering structures occurred, the majority of the reason is due to the growth of large structures, such as bridges, operation hours, and structural facilities fatigue monitoring conservation measures caused by imperfect.
Therefore, the health monitoring of large civil engineering structures, analysis of the healthy state and life, and the degree of injury are not only great significance, but also very necessary [1].
Correlation analysis of the structure of the monitoring information Sensor data from the civil engineering structures objectively reflect physical strain, temperature and acceleration information directly related to the health status of the structures.
Computer Engineering and Design, Vol. 31 (2010), No.13, p.11
Introduction In recent years, many security incidents of large-scale civil engineering structures occurred, the majority of the reason is due to the growth of large structures, such as bridges, operation hours, and structural facilities fatigue monitoring conservation measures caused by imperfect.
Therefore, the health monitoring of large civil engineering structures, analysis of the healthy state and life, and the degree of injury are not only great significance, but also very necessary [1].
Correlation analysis of the structure of the monitoring information Sensor data from the civil engineering structures objectively reflect physical strain, temperature and acceleration information directly related to the health status of the structures.
Computer Engineering and Design, Vol. 31 (2010), No.13, p.11
Online since: July 2014
Authors: Achmad Fauzi, Usama Juniansyah Fauzi, Zuraidah Djauhari
Evaluation and Utilization of Kuantan Clayey as Material Embankment for Roadway
Achmad Fauzi 1, a, Zuraidah Djauhari 2, b and Usama Juniansyah Fauzi 3, c
1Faculty of Civil Engineering and Earth Resources, University Malaysia Pahang, Malaysia.
2Faculty Faculty of Engineering, IGM University, Palembang, Indonesia
3Graduate School of Civil Engineering, Doctoral Course, University of Tokyo, Japan
aachmad@ump.edu.my, bfauzi_phd@yahoo.com, cjuniansyahfauzi@Gmail.com
Keywords: Kuantan Clayey, Index Properties, Dry Density, California Bearing Ratio
Abstract.
Subgrade stabilization besides to improve the engineering properties, decrease pavement thickness.
Proceeding of the 6th Civil Engineering Conference in Asia Region: Embracing the Future through Sustainability, Jakarta, Indonesia (2013), ISBN 978-602-8605-08-3 [3] Achmad Fauzi, Usama Juniansyah Fauzi and Wan Mhd Nazmi: Engineering Quality Improvement of Kuantan clay subgrade using Recycling and Reused Materilas as Stabilizer.
International Journal of Civil Engineering & Geo-Environmental, Faculty of Civil Engineering and Earth Resources, University Malaysia Pahang, Volume II (2011)
[8] BS 1377-4 1990: Methods of Test for Soils for Civil Engineering purposes, part 4.
Subgrade stabilization besides to improve the engineering properties, decrease pavement thickness.
Proceeding of the 6th Civil Engineering Conference in Asia Region: Embracing the Future through Sustainability, Jakarta, Indonesia (2013), ISBN 978-602-8605-08-3 [3] Achmad Fauzi, Usama Juniansyah Fauzi and Wan Mhd Nazmi: Engineering Quality Improvement of Kuantan clay subgrade using Recycling and Reused Materilas as Stabilizer.
International Journal of Civil Engineering & Geo-Environmental, Faculty of Civil Engineering and Earth Resources, University Malaysia Pahang, Volume II (2011)
[8] BS 1377-4 1990: Methods of Test for Soils for Civil Engineering purposes, part 4.
Online since: March 2011
Authors: Wen Bin Sun
Numerical Simulation and Optimal Design of a Novel Actuator Made of the Orthotropic Piezoelectric Composite Material
Wenbin SUN 1,2
1School of Civil Engineering, Huaiyin Institute of Technology, Huaian Jiangsu, 223001 CHINA
2Faculty of Science, Jiangsu University, Zhenjiang Jiangsu, 212013 CHINA
sunwb@mail.huit.edu.cn
Keywords: orthotropic piezoelectric composite material, actuator, orthotropic ratio, length-to-width ratio, numerical simulation, optimal design
Abstract.
As a novel functional composite material, orthotropic piezoelectric composite material has been developed into various transducers used in the non-destructive technology and the structural health monitoring in aviation engineering, mechanical engineering, and civil engineering.
Introduction Many piezoelectric materials with mechanics-electric coupling properties have been used to make transducers in many engineering health monitoring [1].
In former research [3], a novel composite material, called orthotropic piezoelectric composite material, was developed by combining the polymer matrix and piezoelectric, it has been employed in practice in the non-destructive technology and the structural health monitoring in aviation engineering, mechanical engineering, and civil engineering.
As a novel functional composite material, orthotropic piezoelectric composite material has been developed into various transducers used in the non-destructive technology and the structural health monitoring in aviation engineering, mechanical engineering, and civil engineering.
Introduction Many piezoelectric materials with mechanics-electric coupling properties have been used to make transducers in many engineering health monitoring [1].
In former research [3], a novel composite material, called orthotropic piezoelectric composite material, was developed by combining the polymer matrix and piezoelectric, it has been employed in practice in the non-destructive technology and the structural health monitoring in aviation engineering, mechanical engineering, and civil engineering.
Online since: June 2009
Authors: Hui Li, Yue Quan Bao, James L. Beck
Beck2, b and Hui Li1, c
1
School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China
2
Division of Engineering and Applied Science, California Institute of Technology, Pasadena, CA
91125, USA
abaoyuequan@hit.edu.cn, bjimbeck@caltech.edu, clihui@hit.edu.cn
Keywords: Compressive sampling; data compression; structural health monitoring; wavelet
transform; Huffman coding
Abstract: In structural health monitoring (SHM) of civil structures, data compression is often needed
for saving the cost of data transfer and storage because of the large volumes of sensor data generated
from the monitoring system.
The results show that CS is useful for compression of vibration data in SHM of civil structures.
For SHM of civil structures, data compression has attracted the interests of researchers in recent years.
Li: Journal of Computing in Civil Engineering, Vol. 20 (2006), p. 390
Zhou: Computer-Aided Civil and Infrastructure Engineering, Vol. 21 (2006), p. 306
The results show that CS is useful for compression of vibration data in SHM of civil structures.
For SHM of civil structures, data compression has attracted the interests of researchers in recent years.
Li: Journal of Computing in Civil Engineering, Vol. 20 (2006), p. 390
Zhou: Computer-Aided Civil and Infrastructure Engineering, Vol. 21 (2006), p. 306
Online since: December 2013
Authors: Radim Čajka, Martin Krejsa
Measured Data Processing in Civil Structure Using the DOProC Method
CAJKA Radim1,a and Martin KREJSA2,b
1Department of Structures, Faculty of Civil Engineering, VSB - Technical University Ostrava, Ludvika Podeste 1875/17, 708 33 Ostrava – Poruba, Czech Republic
2Department of Structural Mechanics, Faculty of Civil Engineering, VSB - Technical University Ostrava, Ludvika Podeste 1875/17, 708 33 Ostrava – Poruba, Czech Republic
aradim.cajka@vsb.cz, bmartin.krejsa@vsb.cz
Keywords: Direct Optimized Probabilistic Calculation, DOProC Method, HistAn, ProbCalc, Bounded Histogram, Probability Distribution.
This approach has been used, for instance, for modelling and experimental validation of reliability of the additionally prestressed masonry construction and foundations of civil engineering structures.
In: Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp Press, abstract (1 p), full paper (20 p).
Key Engineering Materials.
Advances in Engineering Software.
This approach has been used, for instance, for modelling and experimental validation of reliability of the additionally prestressed masonry construction and foundations of civil engineering structures.
In: Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp Press, abstract (1 p), full paper (20 p).
Key Engineering Materials.
Advances in Engineering Software.
Online since: July 2016
Authors: Artur Iluk, Tadeusz LEWANDOWSKI, Jerzy PTAK, Cezary BOROWIECKI
In the paper a concept of internal support of remote operated weapon station mounts on civil vehicle Toyota Landcruiser L200 was presented.
Introduction The structure of civil vehicles is suitable to carry out of dynamic loads induced by interaction with the ground and acceleration by propulsion and brake systems.
Such conversion is the most time-consuming activity in reverse engineering of existing objects with complicated geometry [6].
[4] Iluk, A., “Method of evaluating the stiffness of a vehicle with respect to the risk of explosion”, Eksploatacja i Niezawodność - Maintenance and Reliability 16 (2), 2014 [5] Bocian M., Kulisiewicz M., “Method of identifying nonlinear characteristic of energy dissipation in dynamic systems with one degree of freedom”, Archives of Civil and Mechanical Engineering 14 (3), 2014 [6] Sansoni, G., Franco D., "Three-dimensional optical measurements and reverse engineering for automotive applications."
American Society of Mechanical Engineers, 2012
Introduction The structure of civil vehicles is suitable to carry out of dynamic loads induced by interaction with the ground and acceleration by propulsion and brake systems.
Such conversion is the most time-consuming activity in reverse engineering of existing objects with complicated geometry [6].
[4] Iluk, A., “Method of evaluating the stiffness of a vehicle with respect to the risk of explosion”, Eksploatacja i Niezawodność - Maintenance and Reliability 16 (2), 2014 [5] Bocian M., Kulisiewicz M., “Method of identifying nonlinear characteristic of energy dissipation in dynamic systems with one degree of freedom”, Archives of Civil and Mechanical Engineering 14 (3), 2014 [6] Sansoni, G., Franco D., "Three-dimensional optical measurements and reverse engineering for automotive applications."
American Society of Mechanical Engineers, 2012