Relevant bibliographies by topics / Steel pile

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Steel pile'

Author: Grafiati
Published: 4 June 2021
Last updated: 10 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Steel pile.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Steel pile"

1

Feng, Zhongju, Haibo Hu, Yunxiu Dong, Fuchun Wang, Minghui Jia, Yawan Zhao, and Jingbin He. "Effect of Steel Casing on Vertical Bearing Characteristics of Steel Tube-Reinforced Concrete Piles in Loess Area." Applied Sciences 9, no. 14 (July 18, 2019): 2874. http://dx.doi.org/10.3390/app9142874.

Full text
Abstract:
This study aims at investigating the effect of steel casing on vertical bearing characteristics of steel tube-reinforced concrete piles in loess area by centrifugal model test. Five piles were selected, one of them was a conventional reinforced concrete pile which was 35 cm in length and 2.5 cm in diameter as a contrast pile, and the length of steel casing for the remaining four steel tube-reinforced concrete piles was 8 cm, 12 cm, 16 cm, and 20 cm respectively. The results show that the axial force, unit skin friction, tip resistance, and shaft resistance of steel tube-reinforced concrete piles with different steel casing lengths were different from conventional reinforced concrete pile. Additionally, the ultimate bearing capacity of steel tube-reinforced concrete piles was compared with a conventional reinforced concrete pile. Moreover, advantages of steel casing in pile foundation engineering were summarized. The results of this study can provide reference for vertical bearing characteristics of steel tube-reinforced concrete piles in loess area.
APA, Harvard, Vancouver, ISO, and other styles
2

Xu, Jin, and Lin Ma. "Study on Bearing Capacity of Prestressed Pipe Pile Foundation Under Horizontal Load." Open Construction and Building Technology Journal 11, no. 1 (November 24, 2017): 301–12. http://dx.doi.org/10.2174/1874836801711010301.

Full text
Abstract:
Background and Objective: Prestressed high strength concrete pipe pile (PHC) shows brittle fracture when subjected to more than its own bearing capacity. Therefore, the non-prestressed steel bar is added to the PHC pipe pile, that is, the mixed reinforced pipe pile (PRC). The mechanical behavior of PRC group piles and PHC group piles under horizontal force is studied, and the bending moment diagram and displacement diagram of the pile body are compared so as to find the weak parts. Material and Method: In this paper, Φ600 pipe piles are chosen, and the PRC pipe piles are made of non prestressed steel bars of the same number as the prestressing steel bars, and the two steel bars are spaced apart. Referring to a specific project of Binhai New Area, the geological parameters are used, and the force analysis of group piles under horizontal force is carried out by using the ANSYS software. Results: ANSYS simulation results show that, under the horizontal loading, when the number of piles in group piles is different, the locations of maximum bending moments are different. Increasing the number of the PRC pipe pile with non prestressed reinforcement can effectively reduce the maximum bending moment of the pile body. Conclusion: Under horizontal load, with the increase of pile number and the pile cap aggrandizement, the position of maximum moment of pile body is shifted from 5-8 times diameter of pile to the top of pile. When the pile number reaches a certain amount, the maximum bending moment will appear at the joint between the pile cap and the pile body. At the same time, increasing the non prestressed steel bar does not influence the bending moment, and the reinforcement of the pile cap and the pile top should be strengthened.
APA, Harvard, Vancouver, ISO, and other styles
3

Hui, Sun. "Research on the Bearing Capacity of Double Row Steel Sheet Pile Reinforcement Depth of the Based on Soil between Piles." International Journal of Engineering Research in Africa 25 (August 2016): 127–32. http://dx.doi.org/10.4028/www.scientific.net/jera.25.127.

Full text
Abstract:
With the complex force characteristics of double row steel sheet pile retaining structure. Through the PLAXIS 3D finite element model is established, the soil with HS-Small constitutive model, the cement soil reinforcement of double row steel sheet pile support retaining structure of pile soil, the simulation and analysis of the soil between piles reinforcement depth of double row steel sheet piles by the force and displacement. Analysis shows that with the increase of reinforcement depth:1） before and after the peak displacement of two rows of steel sheet pile becomes smaller; 2）outside row of pile axial force variation trend of different;3） outside row of steel sheet pile peak shear force and bending moment increases first and then decreases; 4）the peak reached maximum value when the reinforcement depth have different; 5）internal row pile internal force of absolute value was significantly larger than that of the outer row of piles, should according to the actual needs of the project using the appropriate reinforcement depth.
APA, Harvard, Vancouver, ISO, and other styles
4

Puri, Anas. "Analisis Numerik Perkerasan Sistem Pelat Terpaku Tiang Tunggal menggunakan Tiang Pipa Baja pada Tanah Lunak." MEDIA KOMUNIKASI TEKNIK SIPIL 25, no. 2 (January 8, 2020): 171. http://dx.doi.org/10.14710/mkts.v25i2.19098.

Full text
Abstract:
All of the full-scale tests and numerical analysis of Nailed-slab System from previous researchers used massive reinforced concrete piles. This research will study the possibility of steel pipe pile as a replacement of massive reinforced concrete piles if there are available enough steel pipe piles. This research is aimed to study the behavior of single steel pipe pile Nailed-slab System on soft clay and the influence of pile length due to slab deflection and soil stresses. It was used the data from Puri (2015a) for a single massive reinforced concrete pile Nailed-slab. This massive reinforced concrete pile was replaced by a single steel pipe pile with similar and varied diameter which analyzed by the 2D finite element method. Results show that the steel pipe pile can be used as a “nail” at the Nailed-slab pavement system but by a larger dimension compared to the massive reinforced concrete pile. The maximum effective shear stress in soil did not reach undrained shear strength under a standard wheel load 40 kN. Generally, the soil was not failure.
APA, Harvard, Vancouver, ISO, and other styles
5

Pando, Miguel, George Filz, Carl Ealy, and Edward Hoppe. "Axial and Lateral Load Performance of Two Composite Piles and One Prestressed Concrete Pile." Transportation Research Record: Journal of the Transportation Research Board 1849, no. 1 (January 2003): 61–70. http://dx.doi.org/10.3141/1849-08.

Full text
Abstract:
Composite piles use fiber-reinforced polymers (FRPs), plastics, and other materials to replace or protect steel or concrete, with the intent being to produce piles that have lower maintenance costs and longer service lives than those of conventional piles, especially in marine applications and other corrosive environments. Well-documented field loading tests of composite piles are scarce, and this lack of a reliable database may be one reason that composite piles are not in widespread use for load-bearing applications. The purpose of this research is to compare the axial and lateral load behavior of two different types of composite test piles and a conventional prestressed concrete test pile at a bridge construction site in Hampton, Virginia. One of the composite piles is an FRP shell filled with concrete and reinforced with steel bars. The other composite pile consists of a polyethylene plastic matrix surrounding a steel reinforcing cage. The axial structural stiffnesses of the prestressed concrete pile and the FRP pile are similar, and they are both much stiffer than the plastic pile. The flexurel stiffness of the prestressed concrete pile is greater than that of the FRP pile, which is greater than the flexural stiffness of the plastic pile. The axial geotechnical capacities of the test piles decreased in order from the prestressed concrete pile to the FRP pile to the plastic pile. The prestressed concrete pile and the FRP pile exhibited a similar response for lateral load versus deflection, and the plastic pile was much less stiff in lateral loading.
APA, Harvard, Vancouver, ISO, and other styles
6

Al-Neami, Mohammed, and Mariam Wasmi. "Influence of cyclic loading on performance of steel piles in sandy soil." MATEC Web of Conferences 162 (2018): 01012. http://dx.doi.org/10.1051/matecconf/201816201012.

Full text
Abstract:
This paper introduces an experimental study to clarify the response of steel pile models exposed to the cyclic loading. Thirty six models of two types of steel piles are tested (open ended pile and H-pile) with lengths equal to (30, 40, and 50) cm. Three diameters (2.5, 3.5, and 4.1) cm for open ended pipe pile and three flange widths (2.6, 3.6, and 4.4) cm for H-pile are investigated. Jacking technique is employed to installed piles models in dry sandy samples with two different relative densities (60% for medium sand 80% for dense sand). It is found that the pile geometry (diameter and length) with sand density have a high impact on the number of cycles. Analysis of results showed that increasing of pile diameter and relative density cause a reduction in the number of cycles when the length of steel pile models are fixed while variety of diameters of open ended pipe pile has a small effect on the number of cycles. It was found that pipe piles with open ended have more resistance to the cyclic loading compared with H piles under the same geometric conditions (pile diameter, embedded length and sand density) especially in medium sand. Finally, if the testing conditions are the same, number of cycles is decreased with increasing in amplitude loading
APA, Harvard, Vancouver, ISO, and other styles
7

Liu, Jun Wei, Zhong Miao Zhang, Ri Hong Zhang, and Shu Feng Wang. "Comparative Experimental Study on Flexural Property of Reinforced and Conventional PHC Pile." Advanced Materials Research 163-167 (December 2010): 2376–80. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.2376.

Full text
Abstract:
Reinforced PHC piles make use of nonprestressed steel bars to reinforce the initial steel cage, with the intent being to invent novel piles that have better flexural properties than the conventional PHC piles. In this study, a comprehensive test program was carried out with 12 full-scale test piles to compare the flexural properties of two different types of PHC piles. The flexural stiffness of the reinforced PHC pile is greater than the flexural stiffness of the conventional PHC pile. The Reinforced PHC pile and the conventional PHC pile exhibited similar axial stress development, planar section remained in pile mid-span during the initial period and the neutral axis shifted upward after concrete cracking. The cracking patterns and failure modes for two different types of PHC piles are evidently different. The moment capacities for reinforced piles were significantly higher than the values for the conventional piles, and the improvements increase in order from the pile specification of B to the AB to the A.
APA, Harvard, Vancouver, ISO, and other styles
8

Zhang, Ming Yuan, Hong Yuan Gao, Yan Li, Hua Zhu Song, and Wen Tao Peng. "Effect of Soil Stiffness on Bearing Characteristics of Large-Diameter and Super-Long Steel Pipe Pile Based on FLAC3D." Applied Mechanics and Materials 170-173 (May 2012): 743–46. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.743.

Full text
Abstract:
In recent years, more and more large-diameter and super-long steel pipe piles are widely used in bridge and port engineering. But so far, people know very little about their bearing characteristics and there is no suitable calculation method of their bearing capacity in the design specifications. In engineering design, computational theory of ordinary piles is referenced. We all know that carrying capacity of large-diameter and super-long steel pipe piles is very closely related to the surrounding soil stiffness, but we do not know how they influence each other. In the paper, the effect of soil stiffness on vertical bearing and settlement features are studied for large-diameter and super-long steel pipe pile based on the three-dimensional continuum medium fast lagrangian method (FLAC3D). The result shows that the settlement of pile top will be reduced and side friction resistance of large-diameter and super-long steel pipe pile can be increased effectively if the stiffness of soil around the piles become stronger under the unchanged load. But when the stiffness of soil exceeds a certain intensity, the rate of pile top settlement reducing decreases gradually. In other words, when the soil stiffness increases to a certain extent, continue to increase the stiffness of soil around piles can not effectively reduce the settlement of pile top. It is obvious that the stiffness of soil around pile has a direct impact on the pile settlement characteristics and bearing characteristics. The conclusion is of significance for the reasonable design of large-diameter and super-long steel pipe pile foundation in engineering applications.
APA, Harvard, Vancouver, ISO, and other styles
9

Doubrovsky, Michael, and Vladyslava Dubravina. "Physical modeling of steel tubular piles installation into sandy soil." Bases and Foundations, no. 41 (December 17, 2020): 14–21. http://dx.doi.org/10.32347/0475-1132.41.2020.14-21.

Full text
Abstract:
Modern marine structures (berths, breakwaters, offshore platforms, etc.) often include steel tubular piles of essential length (80-100 m and more) that should provide high bearing capacity in case of external axial loads application. Interaction between elements of the system “piled structure – soil media” is not yet studied sufficiently. It relates also to the bearing capacity of the long steel tubular piles of large diameter. One of the interesting peculiarities of long tubular piles’ behavior is the formation of soil plug at the piles’ tip. There are a lot of suggestion and methods aimed to increase piles bearing capacity under static pressing load. One of them relates to use of the additional structural element, i.e., the internal diaphragm welded to the internal surface of the pile’s shaft. Such approach has been applied in some practical cases of marine construction and demonstrated its effectiveness. At the moment there are no researches focused on study of the peculiarities of internal diaphragm application. So proposed research aimed to study two connected processes during steel tubular pile driving: soil plug formation at the tip of the open-end pile and soil behavior under the internal diaphragm fixed inside the tubular pile’s shaft. To study mentioned processes we provided several series of laboratory experiments fulfilled at the Geotechnical laboratory of the Department “Sea, River Ports and Waterways” in Odessa National Maritime University. In these experiments the model of steel tubular pile has been driven (pressed) into fine sand by mechanical jack. The first series was devoted to determination of the conditions related to the soil plug formation at the pile’s tip (results are presented in this paper). The next series were aimed to study the influence of the rigid diaphragm inside the pile’s shaft (to be presented in the further publications). Obtained experimental results allow to conclude that (a) in the fine sand the plug is formatted at the comparatively early stage of pile installation (in case of our modeling - at the penetration depth of some 4-5 pile’s diameter); (b) our empirical assessment of the conditions of soil plug formation corresponds to the approaches based on PLR and IFR characteristics; (c) formation of soil plug at the pile’s tip is followed by decreasing of soil level in the pile’s shaft relatively its initial value (on completing the plug formation the soil level in the shaft become stable); (d) regarding above mentioned, we may note that in case of use of internal diaphragm on the recommended depth (5-7 pile’s diameters) there may be no contact between diaphragm and the soil inside the pile and the diaphragm does not come up with the soil. So, for the next series of our experiments, it should be foreseen assured contact of the diaphragm’s surface with soil underneath. As proved by previous studies, one of the interesting features of the behavior of long tubular piles is the formation of a soil plug at the lower end of the pile. From this point of view, it is important to study the effect of soil plug not only on the bearing capacity at the lower end of the pile, but also on the behavior of the soil inside the pile. It is shown that in fine-sandy soils a plug is formed at a relatively early stage of pile immersion (in this case - at a depth of immersion of about 4-5 pile diameters). The process of forming a soil plug at the lower end of the tubular pile during its immersion is accompanied by a decrease in soil surface level in the pile trunk relative to its initial value (upon completion of plug formation the soil surface level in the pile trunk stabilizes).
APA, Harvard, Vancouver, ISO, and other styles
10

Doubrovsky, M. P., and V. O. Dubravina. "MODEL TESTING OF THE "PILE-SOIL" INTERACTION UNDER AXIAL FORCE." Bulletin of Odessa State Academy of Civil Engineering and Architecture, no. 83 (June 4, 2021): 102–11. http://dx.doi.org/10.31650/2415-377x-2021-83-102-111.

Full text
Abstract:
Modern marine structures (berths, breakwaters, offshore platforms, etc.) often include steel tubular piles of essential length (80-100 m and more) that should provide high bearing capacity in case of external axial loads application. Interaction between elements of the system “piled structure – soil media” is not studied sufficiently yet. It relates also to the bearing capacity of the long steel tubular piles of large diameter. One of the interesting peculiarities of long tubular piles behavior is the formation of soil plug at the piles tip. There are a lot of suggestion and methods aimed to increase piles bearing capacity under static pressing load. One of them relates to use of the additional structural element, i.e., the internal diaphragm welded to the internal surface of the pile shaft. Such approach has been applied in some practical cases of marine construction and demonstrated its effectiveness. At the moment there are no researches focused on study of the peculiarities of internal diaphragm application. So proposed research aimed to study two connected processes during steel tubular pile driving: soil plug formation at the tip of the open-end pile and soil behavior under the internal diaphragm fixed inside the tubular pile shaft. To study mentioned processes we provided several series of laboratory experiments fulfilled at the Geotechnical laboratory of the Department “Sea, River Ports and Waterways” in Odessa National Maritime University. In these experiments the model of steel tubular pile has been driven (pressed) into fine sand by mechanical jack. The first series was devoted to determination of the conditions related to the soil plug formation at the pile tip. The next series were aimed to study the influence of the flat rigid diaphragm inside the pile shaft. Obtained experimental results allow to conclude that (a) in the fine sand the plug is formatted at the comparatively early stage of pile installation (in case of our modeling – at the penetration depth of some 4-5 pile diameter); (b) our empirical assessment of the conditions of soil plug formation corresponds to the approaches based on PLR and IFR characteristics; (c) formation of soil plug at the pile tip is followed by decreasing of soil level in the pile shaft relatively its initial value (on completing the plug formation the soil level in the shaft become stable); (d) regarding above mentioned, we may note that in case of use of internal diaphragm on the recommended depth (5-7 pile diameters) there may be no contact between diaphragm and the soil inside the pile (e) application of the diaphragm may lead to increasing of the pile’s bearing capacity. It was proposed (and checked by our tests) the technological improvement based on sand filling into space under the internal diaphragm to provide constant diaphragm-soil contact and related soil resistance.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Steel pile"

1

Eastman, Ryan S. "Experimental Investigation of Steel Pipe Pile to Concrete Cap Connections." BYU ScholarsArchive, 2011. https://scholarsarchive.byu.edu/etd/2628.

Full text
Abstract:
Piles are often used to resist vertical and lateral loads when shallow foundations are inadequate or uneconomical. A critical part in designing pile foundations is the pile-to-cap connection. When a moment resisting connection is desired, reinforcement is typically used between the pile and the cap. A pile-to-cap connection with sufficient pile embedment depth, however, may provide similar results. One model that is currently used to determine the capacity of a pile-to-cap connection was developed by Marcakis and Mitchell for steel members embedded in concrete. This model considers an embedment mechanism that resists rotation at the connection. Recent testing has shown, however, that this model is conservative and that additional mechanisms contribute to the strength of the connection. An experimental study was conducted to investigate pile-to-cap connections for pipe piles without reinforcement. Three pile-to-cap specimens with varying pile embedment depth were loaded laterally to failure. The results from the testing confirm that pile-to-cap connections with shallow pile embedment depth have significant stiffness. An improved model was developed to estimate elastic and ultimate capacities of embedded connections. In addition to the embedment mechanism used by Marcakis and Mitchell, this model includes a bearing mechanism at the end of the pile. For pile-to-cap connections with a large pile bearing area to pile embedment depth ratio, this bearing mechanism provides more strength than the embedment mechanism. For pile-to-cap connections with a small pile bearing area to pile embedment depth ratio, this bearing mechanism has little contribution to the strength of the connection.
APA, Harvard, Vancouver, ISO, and other styles
2

Cuthbertson-Black, Robert. "The interaction between a flighted steel pipe pile and frozen sand." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/MQ57528.pdf.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Liu, Yiting. "Experimental and numerical study on socketed steel H-pile." Click to view the E-thesis via HKUTO, 2008. http://sunzi.lib.hku.hk/hkuto/record/B41508427.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Hardin, Kenneth O. "Finite element analysis of cellular steel sheet pile cofferdams." Diss., Virginia Tech, 1990. http://hdl.handle.net/10919/39758.

Full text
Abstract:
A cellular cofferdam represents a challenging soil-structure interaction problem. The cellular system consists of a combination of a flexible structure formed from interlocking sheet piles that is filled with soil. In the past, the cellular cofferdam has been viewed as a temporary structure, and the design procedures have been based on empirical concepts. Basic to these approaches are assumptions of soil and structural behavior that have, at best, only a rough accounting for soil-structure interaction. In the last decade, work on cofferdams has improved our understanding of the behavior of these systems. Documentation of performance has increased, and in a few cases major instrumentation efforts have been undertaken. Concurrently, finite element methods have been introduced for the analysis of cofferdams. Where the finite element models have been properly calibrated by field performance, they have reasonably predicted the principal aspects of cofferdam behavior. Results of the finite element models have also served to help explain some aspects of the soil-structure interaction process in the cofferdam system. Two finite element programs are used in this research, AXISHL and GPS. The first of these is an axisymmetric analysis tool which is applicable to the case of filling of a main cell. The second program provides a simplified means of analyzing the main/arc cell and common wall system. Both programs are used in a series of parameter studies with the objective to provide information that will allow improvement of the state-of-the-art of design for cofferdams. An analytical solution is proposed which allows an insight to be developed as to how the clamping effect at the dredge line affects the behavior of the system. A simplified calculation procedure which has some of the characteristics of the finite element analysis is developed to supplement the need for a finite element analysis.
Ph. D.
APA, Harvard, Vancouver, ISO, and other styles
5

Bell, Jared Keith. "Seismic testing of existing full-scale pile-to-deck connections precast prestressed and steel piles /." Diss., Connect to a 24 p. preview or request complete full text in PDF format. Access restricted to UC campuses, 2008. http://wwwlib.umi.com/cr/ucsd/fullcit?p1453232.

Full text
Abstract:
Thesis (M.S.)--University of California, San Diego, 2008.
Title from first page of PDF file (viewed June 30, 2008). Available via ProQuest Digital Dissertations. Includes bibliographical references (p. 85).
APA, Harvard, Vancouver, ISO, and other styles
6

Li, Peng Loehr J. Erik. "Numerical analysis of pile group within moving soils." Diss., Columbia, Mo. : University of Missouri--Columbia, 2008. http://hdl.handle.net/10355/6691.

Full text
Abstract:
Title from PDF of title page (University of Missouri--Columbia, viewed on Feb 25, 2010). The entire thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file; a non-technical public abstract appears in the public.pdf file. Dissertation advisor: Dr. Erik Loehr. Vita. Includes bibliographical references.
APA, Harvard, Vancouver, ISO, and other styles
7

ITOH, Y., Y. KITANE, and X. CHEN. "Compression Behaviors of Thickness-Reduced Steel Pipes Repaired with Underwater Welds." Elsevier, 2011. http://hdl.handle.net/2237/18823.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Höglund, Madicken, and Marcus Larsson. "Grundförstärkning med pålar i berg : I befintlig konstruktion med begränsat utrymme." Thesis, KTH, Byggteknik och design, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-287735.

Full text
Abstract:
This study has been done in order to examine which type of pile, pile driving- and waterproofing methodsare most suited for an existing building. A building that will undergo an extensive reinforcement of itsfoundation.The study has been made in regard to the following conditions:● Different types of clay soil (Cohesion soil)● Underlying rock structure with heavy incline (8° slope)● Sensitive environment for vibrations and ground displacements● Limited accessibility (Room and maximum weight)● Compressive and tensile forces● Pool (Water environment)To answer the questions of statement a scientific literature study, interview with a foundation expert,calculations in sizing, but also time and cost analysis has been conducted. A site visit to an object ofreference, Nya Krav Himmerfjärdsverket, occurred where a reconstruction of an existing building withextensive work of reinforcement to its’ foundation was in progress.The steel pipe pile with anchor and steel core pile are the best pile types in such conditions as compressiveand tensile forces, clay soil with underlying inclined rock bed, limited accessibility and sensitivesurrounding environment. Which pile type, pile driving- and waterproofing methods that are most suited forsuch conditions is different for each project. The steel core pile is more suitable for higher loads, rockstructures in incline and when verification of load capacity is not needed. At the same time the steel pipepile is more suited when the underlying rock bed is far below ground level, where you would need manypile elements and joints. In addition, the steel pipe pile is suitable for buildings with a complex loaddistribution, where a greater number of piles with lower load capacities is needed in order to satisfy this.The best pile driving method for drilling in sensitive environment is the water equipped down-the-hole(DTH) drill. This drilling method is gentle to surrounding piles in existing building.In order to minimise the risk of water penetration and then expand the life span of the construction, use ofa combination of different waterproofing systems is to prefer when waterproofing pile heads or pilefoundations.
APA, Harvard, Vancouver, ISO, and other styles
9

Itoh, Yoshito, Yasuo Kitane, and Xiao Chen. "Evaluation of repair design on corrosion-damaged steel pipe piles using welded patch plates under compression." 土木学会, 2011. http://hdl.handle.net/2237/18848.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Villeneuve, Joey. "Laboratory Testing for Adfreeze Bond of Sand on Model Steel Piles." Thesis, Université d'Ottawa / University of Ottawa, 2018. http://hdl.handle.net/10393/37323.

Full text
Abstract:
This study explored the available adfreeze data published in literature and the techniques used to obtain it. Two methods were selected and modified to complete series of adfreeze bond test. A model pile pull-out method consisting of pulling a pile out a large specimen of soil was the first method used. The second method was modified from an interface shearing apparatus developed by Dr. Fakharian and Dr. Evgin at the University of Ottawa in 1996 and allowed preparing, freezing and testing the specimen in place. The material and soil tested for this study were provided by EXP Services Inc. The model pile, a galvanized HSS 114.3 x 8.6 section, is commonly used to install solar panels. Soil was taken from a future solar farm site in proximity to Cornwall, Ontario. The study had for objective to develop a low cost adfreeze laboratory testing method. Limitations of the technics and apparatus used were observed. While the results of a model pile pull-out test compared to previous data publish by Parameswaran (1978), the interface shear series of test presented more limitations. The interface shearing method has been previously study by Ladanyi and Thériault (1990). Issues with the interface shear method due to the water content of the soil as well as the range of normal stress applied to the specimen both during testing and freezing. The data obtained was inconclusive and the method will be studied in future research program. This studied approach the adfreeze testing with new improvement. The main contribution of this study is the data obtained by measuring and observing adfreeze of ice poor sand with varying water content. The measurements allowed to study the effect that increasing water content has on the interface bond strength. The modifications made to interface shear apparatus are also major new contribution provided by this research. The apparatus was converted in a small freezer chamber using insulation panel and vortex tubes. Which was used to freeze the specimen in the testing chamber and testing adfreeze in place without handling the shear box arrangement.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "Steel pile"

1

Stephens, Jerry E. Performance of steel pipe pile-to-concrete bent cap connections subject to seismic or high transverse loading, phase II: Final report. Helena]: Montana Dept. of Transportation, 2005.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
2

Stephens, Jerry E. Performance of steel pipe pile-to-concrete bent cap connections subject to seismic or high transverse loading, phase II: Project summary report. Helena, Mont: Montana Dept. of Transportation, 2005.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Normung, DIN Deutsches Institut für. Steel pipelines. 4th ed. Berlin: Beuth, 2001.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
4

DIN Deutsches Institut für Normung. Steel pipelines. 5th ed. Berlin: Beuth, 2004.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
5

United States International Trade Commission. Carbon steel pipe nipples from Mexico. Washington, DC: U.S. International Trade Commission, 1994.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
6

United States International Trade Commission. Circular welded non-alloy steel pipe from Romania and South Africa. Washington, DC: U.S. International Trade Commission, 1995.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
7

Commission, United States International Trade. Certain seamless carbon and alloy standard, line, and pressure steel pipe from Argentina, Brazil, Germany, and Italy. Washington, DC: U.S. International Trade Commission, 1994.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
8

United States International Trade Commission. Certain seamless carbon and alloy standard, line, and pressure steel pipe from Argentina, Brazil, Germany, and Italy. Washington, DC: U.S. International Trade Commission, 1995.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
9

Drummond, McCall & Co. Steel bell and spigot pipes for air, gas, water, sewage conduits. [Montréal?: s.n., 1991.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
10

United States International Trade Commission. Light-walled rectangular pipe and tube from Mexico. Washington, DC: U.S. International Trade Commission, 1995.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Book chapters on the topic "Steel pile"

1

Komazawa, Tatsuya, Oki Harada, and Kazunori Inazumi. "Installation of steel pipe piles and steel pipe sheet pile for bridge foundation using vibratory inner-excavation method (NB SYSTEM)." In Lecture Notes in Civil Engineering, 451–58. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_59.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Matoba, Moeko, Mutsuki Sato, Toshiharu Hirose, and Yoshihiro Kimura. "Strength Capacity of Steel Piles Filled with Concrete at Pile Top." In Lecture Notes in Civil Engineering, 263–72. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6713-6_25.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Kuzu, Takuzo, Hitoshi Oki, Ishihama Yoshiro, and Nguyen Thi Tuyet Trinh. "Evaluation of Bearing Capacity of Steel Rotation Pile." In Lecture Notes in Civil Engineering, 169–76. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_21.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Abdel-Rahman, Khalid, and Martin Achmus. "Numerical Modeling of Pile Groups Composed of Two Open-Ended Steel Piles." In Advances in Analysis and Design of Deep Foundations, 241–53. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61642-1_19.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Kawai, Marina, Kazunori Inazumi, and Hirofumi Tagauchi. "GANPILE method - reasonable pile driving method to embed steel piles into the bedrock." In Lecture Notes in Civil Engineering, 177–83. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_22.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Ullah, Md Shajib, Keisuke Kajiwara, Chandra Shekhar Goit, and Masato Saitoh. "Effective Foundation Input Motion for Soil-Steel Pipe Sheet Pile (SPSP) Foundation System." In Computational and Experimental Simulations in Engineering, 135–48. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-27053-7_14.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Kobayashi, Toshio, and Yuji Miyamoto. "Lateral Resistance of Steel Pipe Pile with Wings by Static Cyclic Loading Tests." In Dynamic Soil-Structure Interaction for Sustainable Infrastructures, 40–52. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01920-4_4.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Enders, A., and U. Kuhlmann. "Design of semi-compact Z-shaped steel sheet pile walls." In Modern Trends in Research on Steel, Aluminium and Composite Structures, 164–70. London: Routledge, 2021. http://dx.doi.org/10.1201/9781003132134-18.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Miyazaki, Yusuke, Yasuo Sawamura, Shoma Kusaba, Makoto Kimura, Tomohiko Nishihara, Takashi Kosaka, Masahiro Hattori, and Kazuhiko Maekawa. "Numerical Analysis of Mechanical Characteristics of Joint Structure of Steel Pipe Sheet Pile Foundation." In Challenges and Innovations in Geomechanics, 59–67. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64518-2_8.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Saito, Tomoya, Toshiharu Hirose, and Yoshihiro Kimura. "Cyclic Loading Tests of Steel Pile Filled with Concrete at Pile Top Subjected to Tensile Axial Force." In Lecture Notes in Civil Engineering, 251–57. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5144-4_20.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Steel pile"

1

Kappes, L., M. Berry, J. Stephens, and L. McKittrick. "Concrete Filled Steel Tube Piles to Concrete Pile-Cap Connections." In Structures Congress 2012. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412367.052.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Peng, Cheng, Longzai Ge, and Bin Yu. "Analysis of wave force on steel pipe pile under construction." In 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017). Paris, France: Atlantis Press, 2018. http://dx.doi.org/10.2991/ifeesm-17.2018.86.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Ramsden, M. R., and T. F. Griffiths. "Steel Sheet Pile Wall Wale Rehabilitation." In 12th Triannual International Conference on Ports. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41098(368)20.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Fulmer, S. J., M. J. Kowalsky, J. M. Nau, and T. Hassan. "Ductility of Welded Steel Pile to Steel Cap Beam Connections." In Structures Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)21.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Horvath, John S., Thomas Trochalides, Andrew Burns, and Stanley Merjan. "A New Type of Tapered Steel Pipe Pile for Transportation Applications." In GeoTrans 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40744(154)119.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Yu, Feng, and Jun Yang. "Mechanism and Assessment of Interface Shear between Steel Pipe Pile and Sand." In GeoHunan International Conference 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/47631(410)7.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Huang, Xiaohui, Weiming Gong, Ting Huang, Richeng Xie, and Guoping Xu. "Model Tests of Bearing Capacity of Steel Pipe Settlement Reducing Pile Foundation." In International Symposium on Advances in Foundation Engineering. Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-4623-0_076.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Pei, Te, Tong Qiu, and Jeffrey A. Laman. "A Numerical Investigation of Laterally Loaded Steel Fin Pile Foundations." In 2020 Joint Rail Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/jrc2020-8097.

Full text
Abstract:
Abstract The present study comprehensively evaluates the improvement in lateral load-carrying capacity of steel pipe piles by adding steel plates (fins) at grade level. This configuration of steel fin pile foundations (SFPFs) is effective for applications where high lateral loads are encountered and rapid pile installation is advantageous. An integrated finite element analysis (FEA) was conducted. The FEA utilized an Abaqus model, first developed to account for the nonlinear soil-pile interaction, and then calibrated and validated against well-documented experimental and filed tests in the literature. The validated FEA model was subsequently used to conduct a parametric study to understand the effect of fin geometry on the load transfer mechanism and the response of SFPFs subjected to lateral loading at pile head. The behavior of SFPFs at different displacement levels and load levels was studied. The effect of the relative density of soil on the performance of SFPFs was also investigated. Based on the numerical simulation results, the optimal fin width for maximum improvement in lateral load-carrying capacity was suggested and the underlining mechanism affecting the efficiency of fins was explained.
APA, Harvard, Vancouver, ISO, and other styles
9

Marrone, Joseph F., Brent D. Cooper, Christopher Streb, and Elaine Price. "Improving the Sustainability of Steel Sheet Pile Bulkheads." In 14th Triennial International Conference. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479902.060.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Shao, Guangbiao. "Application of Steel Pipe Pile Composite Soil Nailing Supporting Combined Foundation Underpinning Technology." In 2nd International Conference on Green Materials and Environmental Engineering. Paris, France: Atlantis Press, 2015. http://dx.doi.org/10.2991/gmee-15.2015.7.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Steel pile"

1

Bietelman, Alfred, Richard Lampo, Lawrence Clark, Dave Butler, Eric Van Draege, and David Rozène. In-situ subsurface coating of corroded steel sheet pile structures : final report on Project F08-AR06. Construction Engineering Research Laboratory (U.S.), September 2017. http://dx.doi.org/10.21079/11681/24343.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Han, Fei, Monica Prezzi, Rodrigo Salgado, Mehdi Marashi, Timothy Wells, and Mir Zaheer. Verification of Bridge Foundation Design Assumptions and Calculations. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317084.

Full text
Abstract:
The Sagamore Parkway Bridge consists of twin parallel bridges over the Wabash River in Lafayette, IN. The old steel-truss eastbound bridge was demolished in November 2016 and replaced by a new seven-span concrete bridge. The new bridge consists of two end-bents (bent 1 and bent 8) and six interior piers (pier 2 to pier 7) that are founded on closed-ended and open-ended driven pipe piles, respectively. During bridge construction, one of the bridge piers (pier 7) and its foundation elements were selected for instrumentation for monitoring the long-term response of the bridge to dead and live loads. The main goals of the project were (1) to compare the design bridge loads (dead and live loads) with the actual measured loads and (2) to study the transfer of the superstructure loads to the foundation and the load distribution among the piles in the group. This report presents in detail the site investigation data, the instrumentation schemes used for load and settlement measurements, and the response of the bridge pier and its foundation to dead and live loads at different stages during and after bridge construction. The measurement results include the load-settlement curves of the bridge pier and the piles supporting it, the load transferred from the bridge pier to its foundation, the bearing capacity of the pile cap, the load eccentricity, and the distribution of loads within the pier’s cross section and among the individual piles in the group. The measured dead and live loads are compared with those estimated in bridge design.
APA, Harvard, Vancouver, ISO, and other styles
3

Agrawal, G., and Jean-Lou Chameau. Driving of Thin Shells for Steel Encased Concrete Piles. West Lafayette, IN: Purdue University, 1991. http://dx.doi.org/10.5703/1288284313419.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Sikka, V. K., and M. D. Hart. Characterization of modified 9 Cr-1 Mo steel extruded pipe. Office of Scientific and Technical Information (OSTI), April 1985. http://dx.doi.org/10.2172/5682136.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Rudland, D. L., P. M. Scott, and G. M. Wilkowski. The effect of cyclic and dynamic loads on carbon steel pipe. Office of Scientific and Technical Information (OSTI), February 1996. http://dx.doi.org/10.2172/206603.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Joyce, J. A., E. M. Hackett, and C. Roe. Elastic-plastic characterization of a cast stainless steep pipe elbow material. Office of Scientific and Technical Information (OSTI), January 1992. http://dx.doi.org/10.2172/10121102.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Moore, Christopher, Susan Stuver, and Kristine Wiley. Final Report - Classification of Methane Emissions from Industrial Meters, Vintage vs Modern Plastic Pipe, and Plastic-lined Steel and Cast-Iron Pipe. Office of Scientific and Technical Information (OSTI), August 2019. http://dx.doi.org/10.2172/1556081.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Gavenda, D. J., W. F. Michaud, T. M. Galvin, W. F. Burke, O. K. Chopra, and Energy Technology. Effects of thermal aging on fracture toughness and charpy-impact strength of stainless steel pipe welds. Office of Scientific and Technical Information (OSTI), June 1996. http://dx.doi.org/10.2172/985105.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Hseuh, H. C., and E. Wallen. Measurements of the helium propagation at 4.4 K in a 480 m long stainless steel pipe. Office of Scientific and Technical Information (OSTI), December 1997. http://dx.doi.org/10.2172/554868.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Gavenda, D. J., W. F. Michaud, T. M. Galvin, W. F. Burke, and O. K. Chopra. Effects of thermal aging on fracture toughness and Charpy-impact strength of stainless steel pipe welds. Office of Scientific and Technical Information (OSTI), May 1996. http://dx.doi.org/10.2172/233293.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Steel pile' for particular source types:
Journal articles Dissertations / Theses Books
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography