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Journal articles on the topic 'Underground pipes'

Author: Grafiati

Published: 4 June 2021

Last updated: 7 February 2022

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1

Hollingum, Jack. "Robots explore underground pipes." Industrial Robot: An International Journal 25, no. 5 (1998): 321–25. http://dx.doi.org/10.1108/01439919810232468.

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2

Wasa, Y., Y. Miyamoto, Y. Kondo, K. Mori, and F. Yamauchi. "Magnetic detection for underground pipes (abstract)." Journal of Applied Physics 64, no. 10 (1988): 6029. http://dx.doi.org/10.1063/1.342140.

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3

Li, Jingxia, Tian Guo, Henry Leung, et al. "Locating Underground Pipe Using Wideband Chaotic Ground Penetrating Radar." Sensors 19, no. 13 (2019): 2913. http://dx.doi.org/10.3390/s19132913.

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An experimental wideband chaotic ground penetrating radar is proposed to locate underground pipes. A chaotic signal with a bandwidth of 1.56 GHz is utilized as the probe signal. The localization of the pipes is achieved by correlating the chaotic echo signal with its delayed duplicate and back-projection algorithm. Experimental results demonstrate that plastic pipe, metallic pipe, and multiple pipes can be located with a range resolution of 10 cm. Limited by the height of the sand, the detectable range is estimated to be 0.7 m for both the plastic pipes and the metallic pipes when the transmit

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4

Levit, H. J., and R. Gaspar. "ANALYSIS OF GREENHOUSES HEATED BY UNDERGROUND PIPES." Acta Horticulturae, no. 230 (September 1988): 541–48. http://dx.doi.org/10.17660/actahortic.1988.230.71.

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5

Tee, Kong Fah, Lutfor Rahman Khan, and Hua-Peng Chen. "Probabilistic failure analysis of underground flexible pipes." Structural Engineering and Mechanics 47, no. 2 (2013): 167–83. http://dx.doi.org/10.12989/sem.2013.47.2.167.

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6

Perdomo,, Jorge J., and Inho Song,. "CATHODICALLY PROTECTING UNDERGROUND ASPHALT ENAMEL COATED PIPES." Corrosion Reviews 18, no. 2-3 (2000): 221–54. http://dx.doi.org/10.1515/corrrev.2000.18.2-3.221.

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7

Rakitin, B., and X. Ming. "CENTRIFUGE MODELING OF LARGE DIAMETER UNDERGROUND PIPES SUBJECTED TO HEAVY TRAFFIC LOADS." Bulletin of South Ural State University series "Construction Engineering and Architecture" 16, no. 3 (2016): 31–46. http://dx.doi.org/10.14529/build160305.

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impose uncertainties on pipe design. This paper describes the procedure and results of a series of geotechnical centrifuge tests performed on a large 1400 mm-diameter reinforced concrete pipe with a footing subjected to heavy traffic loading. The influence of soil cover depth, as well as the positions and magnitude of traffic loads, on the bending moments of the pipe were investigated. A heavy truck with a maximum load of 850 kN was simulated in the majority of the tests, and a medium truck of 252 kN was also simulated. The centrifuge test results were found to be in reasonable agreement with

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8

Vyas, Rushi, and Bailey Tye. "A Sequential RFID System for Robust Communication with Underground Carbon Steel Pipes in Oil and Gas Applications." Electronics 8, no. 12 (2019): 1374. http://dx.doi.org/10.3390/electronics8121374.

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The world’s oil and gas is transported using a network of steel pipelines most of which lie underground. The length of this network in the US/Canada alone is 3.5 million kilometers. Keeping track of pipes in such a network for pipeline-health monitoring, maintenance, and logistics is an acute problem faced by pipeline-operators. Recently, radio-frequency-identification tags (RFIDs) have been proposed for tracking pipelines and even for monitoring pipeline health with additional built-in sensors. Low-cost RFID tags are wirelessly powered and battery-less. However, RFIDs do not function optimall

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9

Katano, Y., K. Miyata, H. Shimizu, and T. Isogai. "Predictive Model for Pit Growth on Underground Pipes." CORROSION 59, no. 2 (2003): 155–61. http://dx.doi.org/10.5006/1.3277545.

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10

Prego, F. J., M. Solla, I. Puente, and P. Arias. "Efficient GPR data acquisition to detect underground pipes." NDT & E International 91 (October 2017): 22–31. http://dx.doi.org/10.1016/j.ndteint.2017.06.002.

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11

Kraus, Dieter. "Earthquake resistant design of underground structures and pipes." Vietnam Journal of Mechanics 17, no. 3 (1995): 5–11. http://dx.doi.org/10.15625/0866-7136/10133.

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Underground Structures and Pipes can be analyzed as slender structures completely embedded in the soil. For the dynamical analysis soil and structure can be investigated by decoupled structural models. The horizontal layer system of the soil is modeled as a shear beam while for the structure a flexural beam is used. Both models will be finally coupled by elastic foundation.

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12

Soltani Asadi, Zohreh, and Robert E. Melchers. "Pitting corrosion of older underground cast iron pipes." Corrosion Engineering, Science and Technology 52, no. 6 (2017): 459–69. http://dx.doi.org/10.1080/1478422x.2017.1330025.

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13

Zhou, Xiren, Huanhuan Chen, and Jinlong Li. "Probabilistic Mixture Model for Mapping the Underground Pipes." ACM Transactions on Knowledge Discovery from Data 13, no. 5 (2019): 1–26. http://dx.doi.org/10.1145/3344721.

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14

Davis, C. A., and J. P. Bardet. "Seismic Analysis of Large-Diameter Flexible Underground Pipes." Journal of Geotechnical and Geoenvironmental Engineering 124, no. 10 (1998): 1005–15. http://dx.doi.org/10.1061/(asce)1090-0241(1998)124:10(1005).

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15

Kolonko, Andrzej, and Cezary Madryas. "Modernization of underground pipes in towns in Poland." Tunnelling and Underground Space Technology 11, no. 2 (1996): 215–20. http://dx.doi.org/10.1016/0886-7798(96)00013-2.

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16

Abdellah, Mohammed Y., Rami Alfattani, Ibrahim A. Alnaser, and G. T. Abdel-Jaber. "Stress Distribution and Fracture Toughness of Underground Reinforced Plastic Pipe Composite." Polymers 13, no. 13 (2021): 2194. http://dx.doi.org/10.3390/polym13132194.

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Reinforced composite materials have many applications in the aerospace, marine, and petroleum industries. Glass fiber-reinforced pipes are of considerable importance as pressurized vessels, infrastructure materials, and petroleum wastewater pipelines. The stress intensity factor due to through-thickness discontinuities is a major parameter in fracture mechanics to understand the failure mechanisms in glass fiber-composite pipes. The stress intensity factor is calculated for a composite cylinder subjected to internal pressure using the linear extended finite element method based on the law of e

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17

Olarewaju, Akinola Johnson. "Investigation on the Effects of Ground Media on the Behaviour of Buried Pipes due to Blast Loads by Simulation." Advanced Materials Research 905 (April 2014): 273–76. http://dx.doi.org/10.4028/www.scientific.net/amr.905.273.

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In this study, effects of ground media on buried pipes due to blast were observed. The material properties for ground media and pipes limited to linear, elastic, homogeneous and isotropic were used. Blast load parameters were determined using UFC (2008). Equation of motion was solved using time integration technique in ABAQUS. From the results, depth plays a prominent role in the response of underground pipes due to blast. Mitigation measures to reduce the impact of blast on buried pipes were suggested.

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18

Ilyichev, Vyacheslav, Nadezhda Nikiforova, and Artem Konnov. "Construction of high-rise building with underground parking in Moscow." E3S Web of Conferences 33 (2018): 02057. http://dx.doi.org/10.1051/e3sconf/20183302057.

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Paper presents results of scientific support to construction of unique residential building 108 m high with one storey underground part under high-rise section and 3-storey underground parking connected by underground passage. On-site soils included anthropogenic soil, clayey soils soft-stiff, saturated sands of varied grain coarseness. Design of retaining structure and support system for high-rise part excavation was developed. It suggested installation of steel pipes and struts. Construction of adjacent 3-storey underground parking by “Moscow method” is described in the paper. This method in

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19

Zhou, Cai Ying, and Long Jun Huang. "Application of Three-Dimension Visualization Technology in Water Supply Pipeline Information System Based on VTK." Advanced Materials Research 487 (March 2012): 558–61. http://dx.doi.org/10.4028/www.scientific.net/amr.487.558.

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The underground water supply pipeline information system used currently is short of describing the pipe in three dimensions. Aiming at this point, the 3D underground pipe information system was achieved with the help of three-dimension graphics tool (VTK) in this paper. With the system, users can browse the 3D underground pipes and search interrelated datum, which raises the efficiency and standard of city digitizing management.

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20

Kang, Chang Gu, Jae Seong Kim, Hyung Kook Jin, Bo Young Lee, and Sang Yul Lee. "Effect of Joint Configuration Design on the Butt Welding Characteristics of Double Wall PE Pipes." Materials Science Forum 580-582 (June 2008): 315–18. http://dx.doi.org/10.4028/www.scientific.net/msf.580-582.315.

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Underground PE double wall pipes have been supplying waste water to sewage disposal plant. Many processes have been introduced to join PE pipes, but most of these methods have lots of disadvantages such as costs, lack of reliability and difficulties in joining, etc. Recently butt welding has been paid much attention to joint PE pipes as this process has many advantages such as cost, safety and reliability. In this study, a newly developed heat plate, a patent-pending heat plate with a groove, was used to butt-weld PE double wall pipes with different misalignment gaps to simulate real undergrou

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21

Tong, Lun-Tao. "Application of ground Penetrating Radar to Locate Underground Pipes." Terrestrial, Atmospheric and Oceanic Sciences 4, no. 2 (1993): 171. http://dx.doi.org/10.3319/tao.1993.4.2.171(t).

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22

Lee, Dai Gil, Woo Seok Chin, Jae Wook Kwon, and Ae Kwon Yoo. "Repair of underground buried pipes with resin transfer molding." Composite Structures 57, no. 1-4 (2002): 67–77. http://dx.doi.org/10.1016/s0263-8223(02)00066-1.

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23

Walmsley, H. L. "Electrostatic hazards with underground plastic pipes at petrol stations." Journal of Physics: Conference Series 301 (June 23, 2011): 012038. http://dx.doi.org/10.1088/1742-6596/301/1/012038.

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24

Katano, Yukio, Kozo Nishizaki, and Junkichi Iwamatsu. "Corrosive Environment of Underground Pipes and Prediction of Corrosion." CORROSION ENGINEERING 37, no. 4 (1988): 205–11. http://dx.doi.org/10.3323/jcorr1974.37.4_205.

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25

OHTSUKI, Shohji. "Development of point cloud measurement systems, for underground pipes." Journal of the Japan society of photogrammetry and remote sensing 54, no. 6 (2016): 275–79. http://dx.doi.org/10.4287/jsprs.54.275.

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26

Krasovitskii, B. A. "The dynamics of the freezing over of underground pipes." Journal of Engineering Physics 51, no. 5 (1986): 1331–37. http://dx.doi.org/10.1007/bf00870691.

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27

Tobias, W. "Welding of Crosslinked Polyethylene Pipes." International Polymer Science and Technology 28, no. 6 (2001): 1–4. http://dx.doi.org/10.1177/0307174x0102800622.

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The butt-welding of pipes made of crosslinked polyethylene, the most efficient joining method for the material PE-X, which up to now has been regarded an ‘non-weldable’, will enable it to be used for industrial and underground pipes and hence will make a major contribution to state-of-the-art and future-orientated pipeline applications. In the future, it should also be possible to weld PE-X pipes with diameters of less than 90 mm and work is also being performed to develop welded joints with the same temperature resistance as the pipes. This will permit the use of welded PE-X pipes for hot-wat

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28

Miura, Hiroyasu, Ayaka Watanabe, Masayuki Okugawa, and Takahiko Miura. "Verification and Evaluation of Robotic Inspection of the Inside of Culvert Pipes." Journal of Robotics and Mechatronics 31, no. 6 (2019): 794–802. http://dx.doi.org/10.20965/jrm.2019.p0794.

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Public infrastructures, such as tunnels and bridges, are important for our daily life and their increased deterioration causes concern. Culvert pipes are installed underground below roads, and their damage has an impact on the function and integrity of infrastructures. However, culvert pipes in closed and confined spaces are difficult to inspect, and their conditions are generally not evaluated. In this paper, we describe the findings of field experiments involving the inspection of the inside of culvert pipes via robotic systems.

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29

Abdellah, Mohammed Y., Mohamed K. Hassan, and Mohammad S. Alsoufi. "Fracture and Mechanical Characteristics Degradation of Glass Fiber Reinforced Petroleum epoxy Pipes." Journal for Manufacturing Science and Production 16, no. 1 (2016): 33–40. http://dx.doi.org/10.1515/jmsp-2015-0025.

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AbstractPipes made from glass fiber reinforced polymer have a competitive role in the petroleum industry. These types of pipes mainly be set up underground to carry waste water in petroleum field. The environment of the pipes underground besides the effect of water condensed with chlorine gas creates chemical corrosion (degradation) for composite polymeric pipes. The chemical corrosion in such polymeric material is in the form of degradation in fracture and mechanical characteristics. Therefore, the degree of corrosion is determined through its effect on the mechanical and fracture properties

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30

KaziTani, Nabil. "A Combined Probabilistic Approach for Natural Hazards Assessment of Soil-Sewer Pipes (S-SP) Systems." E3S Web of Conferences 150 (2020): 03019. http://dx.doi.org/10.1051/e3sconf/202015003019.

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The structural failure prediction of underground sewer pipes systems seems very complicated due to the natural hazards of soils in which these elements are buried. The apparition of first cracks and notches in sewer pipes parts is governed by the interaction model of soil-sewer pipes system (S-SP)parameters mainly, the constitutive material laws of soil and sewer pipe materials. The detection of critical sections where the structural damages are highly probable is the focus point of this present study. Based on probabilistic analysis of stochastic modelling results (Monte Carlo Method) of rand

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31

Sirik, V., V. Rastzvetaev, and Ye Dudlya. "Determination of pipes operating parameters for drainage boreholes underground drilling." Mining of Mineral Deposits 7, no. 2 (2013): 207–14. http://dx.doi.org/10.15407/mining07.02.207.

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32

McGRAW Jr., David. "THE MEASUREMENT OF THE DIELECTRIC CONSTANT OF UNDERGROUND CLAY PIPES." European Journal of Materials Science and Engineering 5, no. 2 (2020): 74–93. http://dx.doi.org/10.36868/ejmse.2020.05.02.074.

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33

MASTANZADE, N. S., H. I. RASULOV, T. M. RUSTAMLI, and F. ALTUN. "Research in Stress-Strain State of Underground Fiber-Concrete Pipes." Stroitel'nye Materialy 775, no. 10 (2019): 16–21. http://dx.doi.org/10.31659/0585-430x-2019-775-10-16-21.

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34

Sinha, Sunil K., Paul W. Fieguth, and Maria A. Polak. "Computer Vision Techniques for Automatic Structural Assessment of Underground Pipes." Computer-Aided Civil and Infrastructure Engineering 18, no. 2 (2003): 95–112. http://dx.doi.org/10.1111/1467-8667.00302.

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35

Hanson, D., R. B. Randall, G. Brown, and R. Emslie. "Locating leaks in underground water pipes using the complex cepstrum." Australian Journal of Mechanical Engineering 6, no. 2 (2008): 107–12. http://dx.doi.org/10.1080/14484846.2008.11464564.

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36

Jiming Yin, Mi Lu, and J. Pineda de Gyvez. "Full-signature real-time corrosion detection of underground casing pipes." IEEE Transactions on Instrumentation and Measurement 49, no. 1 (2000): 120–28. http://dx.doi.org/10.1109/19.836321.

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37

Pantazopoulos, George, and Athanasios Vazdirvanidis. "Cracking of underground welded steel pipes caused by HAZ sensitization." Case Studies in Engineering Failure Analysis 1, no. 1 (2013): 43–47. http://dx.doi.org/10.1016/j.csefa.2012.10.001.

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38

Raza, Usman, and Abdul Salam. "Wireless Underground Communications in Sewer and Stormwater Overflow Monitoring: Radio Waves through Soil and Asphalt Medium." Information 11, no. 2 (2020): 98. http://dx.doi.org/10.3390/info11020098.

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Storm drains and sanitary sewers are prone to backups and overflows due to extra amount wastewater entering the pipes. To prevent that, it is imperative to efficiently monitor the urban underground infrastructure. The combination of sensors system and wireless underground communication system can be used to realize urban underground IoT applications, e.g., storm water and wastewater overflow monitoring systems. The aim of this article is to establish a feasibility of the use of wireless underground communications techniques, and wave propagation through the subsurface soil and asphalt layers,

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39

Kong, Li Hong, and Qian Min Su. "The Design of Squib Analysis Algorithm Based on Raster Data." Applied Mechanics and Materials 610 (August 2014): 186–89. http://dx.doi.org/10.4028/www.scientific.net/amm.610.186.

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Firstly this paper analyzes the status quo of Chinese underground pipeline management system. Secondly by the use of network data model in grid points set space, the space grid search algorithm and operability analysis algorithm squib are proposed. Finally the water pipe burst pipes analysis of experiments is designed from which the search of the upstream shut-off valve and analysis burst pipes in affected area are realized. Data bottlenecks brought by the vector data in the practical application are solved.

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40

Anishchenko and V. L. Belyaev. "COMPARATIVE ANALYSIS OF CONSTRUCTION TECHNOLOGIES FOR THE DEVELOPMENT OF UNDERGROUND PARKING SPACE: THE EXAMPLE OF MOSCOW." Construction economic and environmental management 78, no. 1 (2021): 102–10. http://dx.doi.org/10.37279/2519-4453-2021-1-102-110.

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The article reveals the advantages and disadvantages of various technologies for the mechanized construction of underground parking, which are used in the leading capitals of the world and offers an analysis of the effectiveness of these technologies for the conditions of Moscow. Among the most commonly used trenchless technologies, parking is considered in mines arranged by mechanized shaft-boring complexes, the construction of support by the method of a screen of pipes and the construction of parking by the method of jackpunching pipes of rectangular cross-section.

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41

Wu, Zheng Zhong, Jun Ping Liu, Jing Jin, and Hua Wang. "Spatial Analysis and 3D Simulation of Underground Pipe Network Based on ArcGIS." Applied Mechanics and Materials 353-356 (August 2013): 2948–52. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.2948.

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To resolve the problem that underground pipe network is large, complex, and difficult to manage, the management model based on ArcGIS was used. This paper aimed to transform the traditional data types of underground pipe network to a new type based on ArcGIS and to make statistical analysis and thematic maps output to the attribute datas for all underground pipes mainly including water supply network and drainage network. Through the analysis of pipe network visualization model implementation to build the spatial data model of three-dimensional pipe network, the automatic model from 2D to 3D w

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42

Schneider, Caroline. "From Pores to Pipes: The Problem of Underground Erosion in Soils." Soil Horizons 55, no. 6 (2014): 0. http://dx.doi.org/10.2136/sh2014-55-6-f.

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43

Bin Ali, Muhammad Tareq. "Detection and classification of defects in underground pipes using reflection coeffecients." Journal of the Acoustical Society of America 125, no. 4 (2009): 2699. http://dx.doi.org/10.1121/1.4784330.

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44

Kajiyama, Fumio. "Underground Corrosion of Grooving Corrosion-Resistant Electric Resistance Welded Steel Pipes." Zairyo-to-Kankyo 47, no. 5 (1998): 341–49. http://dx.doi.org/10.3323/jcorr1991.47.341.

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45

Deo, Ravin N., Suranji Rathnayaka, Chunshun Zhang, et al. "Characterization of corrosion morphologies from deteriorated underground cast iron water pipes." Materials and Corrosion 70, no. 10 (2019): 1837–51. http://dx.doi.org/10.1002/maco.201910906.

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46

Davis, C. A., V. W. Lee, and J. P. Bardet. "Transverse response of underground cavities and pipes to incident SV waves." Earthquake Engineering & Structural Dynamics 30, no. 3 (2001): 383–410. http://dx.doi.org/10.1002/eqe.14.

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47

Krylov, V. V. "Generation of Low-Frequency Ground Vibrations by Sound Waves Propagating in Underground Gas Pipes." Journal of Low Frequency Noise, Vibration and Active Control 14, no. 3 (1995): 143–49. http://dx.doi.org/10.1177/026309239501400303.

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The hypothesis is examined about sources of disturbing low-frequency hums arising from buried gas or petrol pipes in which turbulent flows of gas or liquid generate sound waves of high amplitude propagating in pipe-lines as in waveguides. Theoretical investigation of this problem shows that if the velocities of sound inside the pipes (450 m/s for methane) are higher than the velocities of Rayleigh surface waves in the ground (typically 300–600 m/s) then ground Rayleigh waves are effectively generated by sound waves propagating inside the pipes, the mechanism of generation being similar to that

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48

V.S., Belyj, Bryl S.V., Mishina A.M., and Zverkov M.S. "The assessment of the possibilities of reducing the number of tests of the initial moisture content in the foam-polymer-mineral insulation of pipes." Ekologiya i stroitelstvo 2 (2018): 35–43. http://dx.doi.org/10.35688/2413-8452-2018-02-005.

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This article proposes a method of assessing the type and parameters of the distribution of the initial moisture content of the foam-polymer-mineral (PPM) insulation of steel pipes of underground heat pipes, as well as a method of testing the statistical hypothesis about the type and parameters of the distribution of moisture content. Investigated the possibility of reducing the amount of testing of PPM insulation steel pipe on the subject of the original moisture content without reducing the accuracy and reliability of the estimation of the true values of the original moisture content.

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49

Li, Xiao Li, and Ke Li. "A Finite Element Model was Established of Buried Pipeline without Frusta." Advanced Materials Research 953-954 (June 2014): 1509–12. http://dx.doi.org/10.4028/www.scientific.net/amr.953-954.1509.

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The finite element analysis of the underground buried pipes were done by being used ANSYS software. In order to improve or replace the traditional calculation method, basic information on buried pipeline without frusta was set up , stress and deformation were analyzed, a finite element calculation model was established.

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50

Al-Mosawe, Mosa J., Abdul Muttalib I. Said, and Abbas O. Dawood. "Effect of Bedding Compaction on the Behavior of Buried Plain Concrete Pipes." Key Engineering Materials 857 (August 2020): 89–98. http://dx.doi.org/10.4028/www.scientific.net/kem.857.89.

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Plain Concrete pipes serve as effective underground infrastructure lines especially as sewer lines and culverts. The installation quality has a high effect on the performance of the buried pipe-soil system besides the pipe material strength. In this research, experimental investigation of buried plain concrete pipes installed in gravelly-sand soil and subjected to strip loading platform as surface loading to search the effect of the bedding compaction on the pipe. Granular soil bedding is a traditional material surrounding concrete pipes. An experimental testing program for two precast plain c

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