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Journal articles on the topic 'Piling (Civil engineering)'

Author: Grafiati

Published: 4 June 2021

Last updated: 31 July 2024

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1

Holland, G. R. "Piling Methods – Pros and Cons." Structural Survey 12, no. 3 (June 1994): 27–28. http://dx.doi.org/10.1108/02630809410055737.

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2

Rodway, L. E. "Testing of zero-slump piling concrete." Canadian Journal of Civil Engineering 14, no. 3 (June 1, 1987): 308–13. http://dx.doi.org/10.1139/l87-049.

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For several years it had been noted in the field that in the absence of an accepted, rational standard method for testing impact-placed zero-slump piling concrete, a variety of strength levels were produced from the same sample of fresh concrete depending upon which of a variety of test methods happened to be used. Finally, in 1977 the Canadian Standards Association published a standard method. This method subsequently proved ambiguous and impractical in practice to many field engineers.This paper presents the results of a laboratory and field study conducted during 1985 directed at the ration

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3

Tang, Guang Rui, Ming Jiang, Kai Liu, and Fei Peng. "Study on Drilling Technology of Excavated Foundation for Transmission Lines." Advanced Materials Research 945-949 (June 2014): 2825–29. http://dx.doi.org/10.4028/www.scientific.net/amr.945-949.2825.

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Excavated foundation is a basic type of foundation that has been widely applied in recent transmission line construction in China. Making full use of the bearing capacity of undisturbed soil and reducing the amount of excavation are its advantages. Rotary drilling rig is a piling machine that is widely used in fields such as civil engineering with high working efficiency. Using mechanized construction can significantly reduce the workload and safety risks of construction and produce better direct and indirect economic benefits. This paper considers introducing rotary drilling rig to the constr

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4

Smith, James A. "Discussion: Testing of zero-slump piling concrete." Canadian Journal of Civil Engineering 15, no. 5 (October 1, 1988): 929–30. http://dx.doi.org/10.1139/l88-118.

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5

Rodway, L. E. "Reply: Testing of zero-slump piling concrete." Canadian Journal of Civil Engineering 15, no. 5 (October 1, 1988): 930. http://dx.doi.org/10.1139/l88-119.

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6

Won, Deokhee, Jihye Seo, Osoon Kwon, Hae-Young Park, and Hyoun Kang. "The Construction Conditions of a Pre-Piling Template for Foundations of Offshore Structures." Journal of Marine Science and Engineering 12, no. 1 (January 16, 2024): 174. http://dx.doi.org/10.3390/jmse12010174.

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The foundations of offshore wind power can be classified as floating, tripod, jacket, monopile, or gravity-based, depending on the support type. In the case of tripod- and jacket-type supports, the structures require precise construction. There are two main methods for installing substructures: post- and pre-piling. The post-piling method involves moving the completed substructure to the site and fixing it to the seabed by inserting a pile into the leg pile and driving it, allowing it to be constructed without special off-shore equipment; however, the construction period is long. Contrarily, t

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7

Liu, Chun, and Lianbi Yao. "RTK GPS based sea piling engineering: mathematical model and its application." Survey Review 39, no. 305 (July 2007): 193–202. http://dx.doi.org/10.1179/003962607x165168.

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8

Long, James H., John A. Kerrigan, and Michael H. Wysockey. "Measured Time Effects for Axial Capacity of Driven Piling." Transportation Research Record: Journal of the Transportation Research Board 1663, no. 1 (January 1999): 8–15. http://dx.doi.org/10.3141/1663-02.

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9

Ashley Johnson, R. "Piling and deep foundations volume 2." Construction and Building Materials 7, no. 1 (March 1993): 63. http://dx.doi.org/10.1016/0950-0618(93)90032-8.

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10

Li, Xiao Peng, Guang Hui Zhao, Xing Ju, Hao Tian Yang, and Ya Min Liang. "Dynamic Simulation Analysis of the Vibratory Sinking Piling System Based on AMESim." Advanced Materials Research 683 (April 2013): 704–7. http://dx.doi.org/10.4028/www.scientific.net/amr.683.704.

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The dynamic model of pile-soil system has been established, the numerical simulation has been made with AMESim, and the effect of excitation frequency and soil condition on vibration friction characteristics of pile-soil system has been studied in the process of pile driving. Comparing the curves of pile tip resistance and side frictional resistance on different parameters, the influence law of work efficiency has been obtained. With the work, the most efficient exciting frequencies can be obtained, that the efficiency of pile-soil system in civil building construction can be improved.

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11

Stuart, D. Matthew. "Project-Specific Steel Sheet Piling Applications." Practice Periodical on Structural Design and Construction 9, no. 4 (November 2004): 194–201. http://dx.doi.org/10.1061/(asce)1084-0680(2004)9:4(194).

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12

Ashford, Scott A., and Warrasak Jakrapiyanun. "Drivability of Glass FRP Composite Piling." Journal of Composites for Construction 5, no. 1 (February 2001): 58–60. http://dx.doi.org/10.1061/(asce)1090-0268(2001)5:1(58).

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13

Folse, Michael D. "Reliability Analysis for Laterally Loaded Piling." Journal of Structural Engineering 115, no. 5 (May 1989): 1011–20. http://dx.doi.org/10.1061/(asce)0733-9445(1989)115:5(1011).

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14

Iskander, Magued, Ahmed Mohamed, and Moataz Hassan. "Durability of Recycled Fiber-Reinforced Polymer Piling in Aggressive Environments." Transportation Research Record: Journal of the Transportation Research Board 1808, no. 1 (January 2002): 153–61. http://dx.doi.org/10.3141/1808-18.

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15

Goanță, Adrian Mihai, Polidor Bratu, and Nicușor Drăgan. "Dynamic Response of Vibratory Piling Machines for Ground Foundations." Symmetry 14, no. 6 (June 14, 2022): 1238. http://dx.doi.org/10.3390/sym14061238.

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Vibrating technological equipment for the introduction of piles and columns into the ground of construction foundations (named vibratory piling machines) is crucial in the process of building stable and resilient foundations for civil engineering, hydrotechnical construction, special construction (e.g., military constructions), bridges, roads and industrial platforms. During the works carried out by the construction companies in various geographical areas of Romania, particularities of the dynamic technological regimes influenced by the nature of the land were identified at the deep introducti

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16

Shao, Yixin, and Jayasiri Shanmugam. "Deflection Creep of Pultruded Composite Sheet Piling." Journal of Composites for Construction 8, no. 5 (October 2004): 471–79. http://dx.doi.org/10.1061/(asce)1090-0268(2004)8:5(471).

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17

Musir, Adhilla Ainun, Nurulzatushima Abdul Karim, Mohd Samsudin Abdul Hamid, Emir Shahreman Dilah, Daliah Hasan, and Mohd Farid Ahmad Majid. "The Piling Installation Vibration Damage Behaviour on Drainage at Construction Site." Civil Engineering and Architecture 9, no. 6 (October 2021): 2011–17. http://dx.doi.org/10.13189/cea.2021.090629.

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18

Xeidakis, G. S., A. Torok, S. Skias, and B. Kleb. "ENGINEERING GEOLOGICAL PROBLEMS ASSOCIATED WITH KARST TERRAINS: THEIR INVESTIGATION. MONITORING, AND MITIGATION AND DESIGN OF ENGINEERING STRUCTURES ON KARST TERRAINS." Bulletin of the Geological Society of Greece 36, no. 4 (January 1, 2004): 1932. http://dx.doi.org/10.12681/bgsg.16679.

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The design and construction of civil engineering structures in karst regions confronts many problems due to unpredictable location, dimensions and geometry of the karst structure and voids. Karst terrain is one of the most intricate grounds to be assessed for civil engineering purposes. Conventional methods of site exploration like desk studies, site reconnaissance, borings, test pits, geophysical techniques, have their advantages and disadvantages; none of them are 100% accurate; therefore they should be used in concert, adapted to each project, the available budget and the undertaken risk. A

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19

Wymysłowski, Michał. "Limit States of Shallow Bridge Foundations With Sheet Piling Covers." Baltic Journal of Road and Bridge Engineering 19, no. 1 (March 25, 2024): 162–93. http://dx.doi.org/10.7250/bjrbe.2024-19.632.

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This article presents an analytical method which takes into account the beneficial effects of the sheet piling located around the foundation in the calculations of ULS and SLS of shallow foundations. The analytical method proposed by the author was described in detail on the example of a “theoretical bridge” with the assumed geometry and loads as well as with the assumed subsoil and water conditions under the bridge. The stresses in the subsoil under the foundation and the settlement were determined. The author’s method was also used to calculate the foundation settlement of an “existing bridg

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20

Karim, Nurulzatushima Abdul, Adhilla Ainun Musir, Mohd Samsudin Abdul Hamid, Siti Hafizan Hassan, Ahmad Ihsan Qistan Kamarulzaman, and Mohd Farid Ahmad Majid. "The Effect of Vibration Impact from Piling Works to the Surrounding Buildings." Civil Engineering and Architecture 9, no. 5A (September 2021): 101–7. http://dx.doi.org/10.13189/cea.2021.091312.

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21

HODGSON, G. J. "HIGHWAYS AGENCY SPECIFICATION (AUGUST 1994): PILING AND EMBEDDED RETAINING WALLS (SERIES 1600)." Proceedings of the Institution of Civil Engineers - Transport 117, no. 3 (August 1996): 161–67. http://dx.doi.org/10.1680/itran.1996.28626.

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22

Alvarez-Valencia, Daniel, Habib J. Dagher, William G. Davids, Roberto A. Lopez-Anido, and Douglas J. Gardner. "Structural Performance of Wood Plastic Composite Sheet Piling." Journal of Materials in Civil Engineering 22, no. 12 (December 2010): 1235–43. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0000132.

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23

Gilligan, Morgan, Kelli Hunsucker, Sandra Rech, Alyssa Sharma, Rebecca Beltran, Ryan T. White, and Robert Weaver. "Assessing the Biological Performance of Living Docks—A Citizen Science Initiative to Improve Coastal Water Quality through Benthic Recruitment within the Indian River Lagoon, Florida." Journal of Marine Science and Engineering 10, no. 6 (June 16, 2022): 823. http://dx.doi.org/10.3390/jmse10060823.

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Like many estuaries worldwide, the Indian River Lagoon (IRL), has seen a decline in resources and overall water quality due to human activities. One method to help restore water quality and benthic habitats is to construct and deploy oyster restoration mats on dock pilings, known as the Living Docks program. This community-driven program was founded to promote the growth of filter-feeding benthic organisms and improve local water quality. The purpose of this study was to assess the growth and performance at four of the Living Dock locations and to provide feedback to the citizens who were invo

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24

Shdid, Caesar Abi, Marcus H. Ansley, and H. R. Hamilton. "Visual Rating and Strength Testing of 40-Year-Old Precast Prestressed Concrete Bridge Piling." Transportation Research Record: Journal of the Transportation Research Board 1975, no. 1 (January 2006): 2–9. http://dx.doi.org/10.1177/0361198106197500101.

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25

Iskander, Magued G., and Moataz Hassan. "Accelerated Degradation of Recycled Plastic Piling in Aggressive Soils." Journal of Composites for Construction 5, no. 3 (August 2001): 179–87. http://dx.doi.org/10.1061/(asce)1090-0268(2001)5:3(179).

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26

Iskander, Magued G., and Anna Stachula. "Wave Equation Analyses of Fiber-Reinforced Polymer Composite Piling." Journal of Composites for Construction 6, no. 2 (May 2002): 88–96. http://dx.doi.org/10.1061/(asce)1090-0268(2002)6:2(88).

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27

O'Regan, Chris. "Technical Guidance Note (Level 2, No. 16): Design of reinforced concrete bored piles." Structural Engineer 96, no. 3 (March 1, 2018): 24–28. http://dx.doi.org/10.56330/zurt9791.

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Piled foundations are one of the first aspects of scheme design a structural engineer needs to consider during a project's development. It is at this crucial stage that, without any specialist input, the structural engineer must make recommendations based on the typically limited knowledge they have on the subject. This Technical Guidance Note describes the method by which bored piles are designed using the current UK codes of practice, i.e., BS EN 1997 (Eurocode 7). It explains how to interpret soil conditions and design piles to match what has been discovered following a site investigation.

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28

Ward, M. J., A. Thorpe, A. D. F. Price, and C. Wren. "SHERPA: Mobile Wireless Data Capture for Piling Works." Computer-Aided Civil and Infrastructure Engineering 18, no. 4 (July 2003): 299–312. http://dx.doi.org/10.1111/1467-8667.00319.

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29

Jeldes, Isaac A., Eric C. Drumm, Richard M. Bennett, and Nikola Zisi. "Piling Framed Concrete Retaining Wall: Design Pressures and Stability Evaluation." Practice Periodical on Structural Design and Construction 20, no. 3 (August 2015): 04014041. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000241.

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30

Han, Jie, J. David Frost, and Vicki L. Brown. "Design of Fiber-Reinforced Polymer Composite Piles Under Vertical and Lateral Loads." Transportation Research Record: Journal of the Transportation Research Board 1849, no. 1 (January 2003): 71–80. http://dx.doi.org/10.3141/1849-09.

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Conventional pile materials, such as steel, concrete, and wood, can encounter serious corrosion problems in industrial and marine environments. Deterioration of steel, concrete, and wood piling systems has cost the military and civilian marine and waterfront civil engineering communities billions of dollars to repair and replace. Fiber-reinforced polymer (FRP) composites have desirable properties for extreme environments because they are noncorrosive, nonconductive, and lightweight. Different types of FRP composite piles are currently under research investigation, and some have been introduced

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31

Guan, Dong, Nan Yang, Jerry Lai, Ming-Fung Francis Siu, Xingjian Jing, and Chi-Keung Lau. "Kinematic modeling and constraint analysis for robotic excavator operations in piling construction." Automation in Construction 126 (June 2021): 103666. http://dx.doi.org/10.1016/j.autcon.2021.103666.

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32

Biggar, K. W., D. C. Sego, and M. M. Noël. "Laboratory and field performance of high alumina cement-based grout for piling in permafrost." Canadian Journal of Civil Engineering 20, no. 1 (February 1, 1993): 100–106. http://dx.doi.org/10.1139/l93-011.

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A grout for use in pile installation in permafrost is described. The high alumina cement (Ciment Fondu) based grout cures by rapidly evolving heat which maintains it above 0 °C until it hydrates and hardens. The laboratory development program of the mix design along with the cement admixtures which allows the grout to cure at temperatures as low as −10 °C and to remain workable during field use is reviewed. The development of installation procedures for the grout during construction of short range radar foundations is described along with field measurements of the compressive strength and the

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33

Liu, Xiaomin, Yonggang Xiao, Junlong Zhou, Longbo Ge, and Ziwen Song. "Research on Dynamic Pile-Driving Formula Parameters and Driving Feasibility of Extra-Long PHC Pipe Piles." Buildings 13, no. 5 (May 16, 2023): 1302. http://dx.doi.org/10.3390/buildings13051302.

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Prestressed high-strength concrete (PHC) pipe pile has the advantages of high single pile bearing capacity, a wide range of applications, good driving resistance, fast construction speed, etc. It has been widely used in high-rise buildings, bridges, ports, and other industries. The application of extra-long PHC pipe piles with a length of more than 50 m is increasing. However, there are few studies on the drivability and hammering criteria of extra-long PHC piles. To analyze the drivability of extra-long piles and predict their bearing capacity, in this paper, high-strain dynamic tests were ca

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34

M. Teguh, Colin Duffield, Priyan Mendis, and G.L. Hutchinson. "Seismic performance of pile-to-pile cap connections: An investigation of design issues." Electronic Journal of Structural Engineering 6 (January 1, 2006): 8–18. http://dx.doi.org/10.56748/ejse.654.

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Damage in recent earthquakes has resulted in the design of pile foundation systems becoming more conservative, particularly pile-to-pile cap connections. However, the application of current international design practice results in pile cap joint details having congested steel reinforcement in the pile cap and this is extremely difficult to construct in accordance with the designers recommendations. The formation of plastic hinges in the piles remains a serious risk. A review of critical design issues and former research investigations into the soil-structure interaction of pile systems and the

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35

Bozorg-Haddad, Amir, Magued Iskander, and Yufan Chen. "Compressive strength and creep of recycled HDPE used to manufacture polymeric piling." Construction and Building Materials 26, no. 1 (January 2012): 505–15. http://dx.doi.org/10.1016/j.conbuildmat.2011.06.051.

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36

Thandavamoorthy, T. S. "Piling in fine and medium sand—a case study of ground and pile vibration." Soil Dynamics and Earthquake Engineering 24, no. 4 (June 2004): 295–304. http://dx.doi.org/10.1016/j.soildyn.2003.12.005.

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37

Wang, Xiangying. "Field Test Investigation of the Pile Jacking Performance for Prefabricated Square Rigid-Drainage Piles in Saturated Silt Sandy Soils." Advances in Civil Engineering 2019 (December 13, 2019): 1–11. http://dx.doi.org/10.1155/2019/4587929.

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The rigid-drainage pile, designed to accelerate the dissipation of excess pore water pressure around the pile, is a new type of pile that combines the bearing capacity of ordinary rigid piles and the draining capacity of gravel piles. Field tests of these new piles were performed for the first time at a construction site in the new campus of Jiangyin No. 1 High School. Numerous parameters were observed for the test piles in many trials, including the excess pore water pressures, horizontal soil pressures, and displacements. At the measuring position at 0.6 m from the pile center, the rigid-dra

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38

Attwooll, William J., D. Holloway, Kyle M. Rollins, Melvin I. Esrig, Si Sakhai, and Dan Hemenway. "Measured Pile Setup During Load Testing and Production Piling: I-15 Corridor Reconstruction Project in Salt Lake City, Utah." Transportation Research Record: Journal of the Transportation Research Board 1663, no. 1 (January 1999): 1–7. http://dx.doi.org/10.3141/1663-01.

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39

Wen, Dan-Yang, Min Wan, Yuan-Yuan Ren, Wei-Hong Zhang, and Yun Yang. "Material piling up and spreading effects in the cutting processes with small feed rates." Mechanical Systems and Signal Processing 171 (May 2022): 108839. http://dx.doi.org/10.1016/j.ymssp.2022.108839.

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40

Abdul Q, Muhammad Ali Hasymi, Budi Witjaksana, and Hanie Teki Tjendani. "DESIGN REVIEW ANALYSIS OF THE USE OF STONE HEAPS FROM STONE EXCAVATIONS IN THE PROBOLINGGO – BANYUWANGI TOLL ROAD CONSTRUCTION PROJECT SECTION 3." International Journal on Advanced Technology, Engineering, and Information System (IJATEIS) 3, no. 1 (January 19, 2024): 155–66. http://dx.doi.org/10.55047/ijateis.v3i1.998.

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In constructing a toll road, the road structure will be carried out by constructing embankments on the road. However, in practice it often causes elevation differences between the two land surfaces, thereby increasing the risk of landslides. The objectives of the research are 1) Identifying the impact if Common Borrow Material (CBM) embankment work is replaced by rock embankment from excavation results, 2) Determine the value engineering process steps related to completing alternative design selection if there are differences between the actual Detailed Engineering Design in the field and 3) D

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41

Mata, Pedro, Paula F. Silva, and Fernando F. S. Pinho. "Risk Management of Bored Piling Construction on Sandy Soils with Real-Time Cost Control." Infrastructures 6, no. 5 (May 20, 2021): 77. http://dx.doi.org/10.3390/infrastructures6050077.

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In a global society, in which geotechnical projects are increasingly designed in a country other than the one where construction takes place, geotechnical risk management must be extended to cover infrastructure works, which are smaller than dams and tunnels, for example, since there is a significant impact on works budget imponderables. Therefore, a risk management methodology based on the likelihood of the occurrence of certain events and their economic consequences is proposed, which is applicable to bored piles (Kelly drilled) in coarse soils, easy to use, and simple to implement since the

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42

Chi, Nguyen Mai, Hoang Viet Hung, Akihiko Wakai, Go Sato, and Nguyen Ha Phuong. "The Helical Anchor Type with Application as a Horizontal Drainage Equipment for Slope Protection." Journal of Disaster Research 16, no. 4 (June 1, 2021): 495–500. http://dx.doi.org/10.20965/jdr.2021.p0495.

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Helical anchors, sometimes referred to as screw anchors, screw piles, and helical piles, are a steel screw-in piling and ground anchoring system used for building deep foundations. Screw piles are manufactured using varying sizes of tubular hollow sections for the pile or anchor shaft. This paper presents an innovation of the helical anchor for horizontal drains, a form of subsurface drainage systems for slope protection. To address the adverse effect of groundwater, an expansion of the application of the helical anchor structure in civil engineering is needed, and new drainage solutions are b

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43

Tsetas, Athanasios, Apostolos Tsouvalas, and Andrei V. Metrikine. "Installation of Large-Diameter Monopiles: Introducing Wave Dispersion and Non-Local Soil Reaction." Journal of Marine Science and Engineering 9, no. 3 (March 12, 2021): 313. http://dx.doi.org/10.3390/jmse9030313.

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During the last decade the offshore wind industry grew ceaselessly and engineering challenges continuously arose in that area. Installation of foundation piles, known as monopiles, is one of the most critical phases in the construction of offshore wind farms. Prior to installation a drivability study is performed, by means of pile driving models. Since the latter have been developed for small-diameter piles, their applicability for the analysis of large-diameter monopiles is questionable. In this paper, a three-dimensional axisymmetric pile driving model with non-local soil reaction is present

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44

Hazelwood, Richard, and Patrick Macey. "Noise Waveforms within Seabed Vibrations and Their Associated Evanescent Sound Fields." Journal of Marine Science and Engineering 9, no. 7 (July 2, 2021): 733. http://dx.doi.org/10.3390/jmse9070733.

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While the effects of sound pressures in water have been studied extensively, very much less work has been done on seabed vibrations. Our previous work used finite element modeling to interpret the results of field trials, studying propagation through graded seabeds as excited by impulsive energy applied to a point. A new simulation has successfully replicated further features of the original observations, and more field work has addressed other questions. We have concentrated on the water-particle motion near the seabed, as this is well known to be critical for benthic species. The evanescent

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45

Keskinen, Erno, Sirpa Launis, Michel Cotsaftis, and Yrjo Raunisto. "Performance Analysis of Drive-Line Steering Methods in Excavator-Mounted Sheet-Piling Systems." Computer-Aided Civil and Infrastructure Engineering 16, no. 4 (July 2001): 229–38. http://dx.doi.org/10.1111/0885-9507.00228.

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46

Zhou, Jialin, Jianwei Zhang, Yuzhuo Wang, and Erwin Oh. "Field Static Load Tests of Post-Grouted Piles under Various Failure Conditions." Advances in Civil Engineering 2020 (August 13, 2020): 1–18. http://dx.doi.org/10.1155/2020/8832579.

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In practice, inappropriate test set-up and design will result in pile eccentricity, reducing pile bearing capacity. Also, inappropriate piling will reduce the strength of the upper part of concrete. These pile elements under inappropriate design and construction are easy to be overlooked since they are invisible. Because the research focuses on the pile failure behaviour under different conditions, this paper aims to determine the outcomes of pile foundation under eccentric loading, pile with inadequate concrete strength, and pile with punching failure. Four concrete piles were cast, and compr

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47

Krasiński, Adam, and Mateusz Wiszniewski. "Identification of residual force in static load tests on instrumented screw displacement piles." Studia Geotechnica et Mechanica 43, no. 4 (December 1, 2021): 438–51. http://dx.doi.org/10.2478/sgem-2021-0025.

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Abstract Occurrence of the so-called residual force of an unknown value significantly disturbs interpretation of static load tests performed on piles equipped with additional measuring instruments. Screw displacement piles are the piling technology in which the residual force phenomenon is very common. Its formation mechanism is closely related to the installation method of this type of piles, which initiates generation of negative pile skin friction without any additional external factors. Knowledge of the value and distribution of a residual force (trapped in a pile shaft before starting the

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48

Corvaro, Sara, Carlo Lorenzoni, Alessandro Mancinelli, Francesco Marini, and Stefania Rocchi. "Hydraulic Performance of Geotextile Sand Containers for Coastal Defenses." Journal of Marine Science and Engineering 10, no. 9 (September 18, 2022): 1321. http://dx.doi.org/10.3390/jmse10091321.

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Laboratory experiments were performed in the wave flume of the Laboratorio di Idraulica e Costruzioni Marittime of the Università Politecnica delle Marche (Ancona, Italy) to study the hydrodynamic performance of coastal protection structures made of a new type of geotextile sand containers (GSCs). Such structures are used as softer and flexible alternatives to traditional hard coastal defenses made of concrete or rubble mound material. The GSC structures can also be used as temporary coastal protections during the winter period. The physical model reproduced two main configurations: in the for

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49

Becker, N. K., H. R. Patterson, and J. A. McCorquodale. "Design and construction of a 3 km (2 mi) long shoreline protection system for the City of Luna Pier." Canadian Journal of Civil Engineering 13, no. 3 (June 1, 1986): 301–9. http://dx.doi.org/10.1139/l86-042.

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In 1982, N.K. Becker & Associates Ltd. designed a precast concrete flood protection and beach restoration system for the 3 km (2 mi) long Lake Erie shoreline of the City of Luna Pier, Michigan. The construction of these works, which included beach sills, shorewalls, and a marina basin, was completed in 1984.The shorewall system is unique in that it was designed of interconnected, open-ended, earth-filled, thin-walled precast concrete cylinders, placed on-end and in-line to form a continuous wall. This seawall design was selected by the City of Luna Pier over alternative systems because it

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Raja, Sami Ullah, Henrik Landergren, and Robert Thurner. "Using various geotechnical techniques for challenging conditions at the West Link project." Geomechanics and Tunnelling 16, no. 6 (November 2023): 680–91. http://dx.doi.org/10.1002/geot.202300029.

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Abstract:

AbstractThe city of Gothenburg in western Sweden is currently experiencing the construction of one of the biggest infrastructure projects in the country – The West Link (Västlänken). The West Link is an 8 km double‐track railway project, of which 6 km will be through underground tunnels with two new stations, Haga and Korsvägen, and construction of a bigger Central station. The construction of the project began in May 2018 and the finalization is expected in 2026. The project is split into five different sections which were awarded and are being executed individually. The widely varied geologi

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