Gotowe bibliografie tematyczne / Piling (Civil engineering)

Gotowa bibliografia na temat „Piling (Civil engineering)”

Autor: Grafiati
Data publikacji: 4 czerwca 2021
Data aktualizacji: 31 lipca 2024

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Artykuły w czasopismach na temat "Piling (Civil engineering)"

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Holland, G. R. "Piling Methods – Pros and Cons". Structural Survey 12, nr 3 (czerwiec 1994): 27–28. http://dx.doi.org/10.1108/02630809410055737.

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Rodway, L. E. "Testing of zero-slump piling concrete". Canadian Journal of Civil Engineering 14, nr 3 (1.06.1987): 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 rational development of a practical test method to realistically predict the appropriate concrete strength, [Formula: see text], to be used in the calculation of the structural load-carrying capacity of this type of pile. Key words: zero slump, impact piles, energy input, vibration, compaction, concrete strength.
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Tang, Guang Rui, Ming Jiang, Kai Liu i Fei Peng. "Study on Drilling Technology of Excavated Foundation for Transmission Lines". Advanced Materials Research 945-949 (czerwiec 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 construction of transmission and focuses on the adaptability of rotary drilling rig in excavated foundation construction.
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Smith, James A. "Discussion: Testing of zero-slump piling concrete". Canadian Journal of Civil Engineering 15, nr 5 (1.10.1988): 929–30. http://dx.doi.org/10.1139/l88-118.

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Rodway, L. E. "Reply: Testing of zero-slump piling concrete". Canadian Journal of Civil Engineering 15, nr 5 (1.10.1988): 930. http://dx.doi.org/10.1139/l88-119.

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Won, Deokhee, Jihye Seo, Osoon Kwon, Hae-Young Park i Hyoun Kang. "The Construction Conditions of a Pre-Piling Template for Foundations of Offshore Structures". Journal of Marine Science and Engineering 12, nr 1 (16.01.2024): 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, the precision of foundation installation can be improved by installing a pre-piling template, which is special equipment that serves as a basic structure, on the seabed in advance, and subsequently inserting substructures. This study presents a new type of underwater pre-piling template and method for achieving optimal construction environment conditions. Construction precision was analyzed based on the wave condition, current speed, winch speed, wave direction, and current direction while the under-water template was anchored to the seabed. It was found that the wave conditions, winch speed, and vessel type had a significant influence. The results obtained considering the Douglas sea scale show that precise construction could only be achieved within Grade 2 for general barge ships, while jack-up barge ships could be used even at Grade 3 or higher. The higher the winch speed, the more stable construction becomes possible, and jack-up barges show greater constructability than general barges.
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Liu, Chun, i Lianbi Yao. "RTK GPS based sea piling engineering: mathematical model and its application". Survey Review 39, nr 305 (lipiec 2007): 193–202. http://dx.doi.org/10.1179/003962607x165168.

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Long, James H., John A. Kerrigan i Michael H. Wysockey. "Measured Time Effects for Axial Capacity of Driven Piling". Transportation Research Record: Journal of the Transportation Research Board 1663, nr 1 (styczeń 1999): 8–15. http://dx.doi.org/10.3141/1663-02.

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Ashley Johnson, R. "Piling and deep foundations volume 2". Construction and Building Materials 7, nr 1 (marzec 1993): 63. http://dx.doi.org/10.1016/0950-0618(93)90032-8.

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Li, Xiao Peng, Guang Hui Zhao, Xing Ju, Hao Tian Yang i Ya Min Liang. "Dynamic Simulation Analysis of the Vibratory Sinking Piling System Based on AMESim". Advanced Materials Research 683 (kwiecień 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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Rozprawy doktorskie na temat "Piling (Civil engineering)"

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Wong, Eric Yi-wai. "Behaviour of large-diameter bored pile groups with defects /". View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20WONG.

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Lam, Joley. "Termination criteria for high-capacity jacked and driven steel H-piles in Hong Kong". View the Table of Contents & Abstract, 2007. http://sunzi.lib.hku.hk/hkuto/record/B38027811.

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Tam, Sze-yuen. "A case study of site investigation for piling in karstic bedrock at Yuen Long, Hong Kong". Click to view the E-thesis via HKUTO, 2001. http://sunzi.lib.hku.hk/hkuto/record/B43894628.

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Wong, Man-kie. "A study of capacity predictions for driven piles by dynamic pile testing". Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B37106120.

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Luk, Ka-sing. "Design and construction related defects of large diameter bored piles, prevention and remedial measures". Click to view the E-thesis via HKUTO, 2004. http://sunzi.lib.hku.hk/hkuto/record/B42577652.

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Chan, Fai. "Termination criteria for and behaviour of jacked piles in completely decomposed granite /". View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20CHANF.

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Shek, Man Pong. "Driveability and performance of long driven piles founded in saprolites /". View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20SHEK.

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Choi, Sin Yi. "Improving termination criteria for press-in pile construction focusing on setup effects and cyclic loading effects /". View abstract or full-text, 2008. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202008%20CHOI.

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Chan, Chung Yie. "Centrifuge modelling of behaviour of piles in consolidating ground /". View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20CHAN.

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Streszczenie:
Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2004.
Includes bibliographical references (leaves 180-185). Also available in electronic version. Access restricted to campus users.
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Cheng, Chin Pang. "Designing the depth of reinforced concrete rigid-pile caps for tall buildings /". View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20CHENG.

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Książki na temat "Piling (Civil engineering)"

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K, Fleming W. G., red. Piling engineering. Wyd. 2. Glasgow: Blackie, 1992.

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K, Fleming W. G., red. Piling engineering. Wyd. 3. London: Taylor & Francis, 2009.

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K, Fleming W. G., red. Piling engineering. Wyd. 3. London: Taylor & Francis, 2009.

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Poulos, H. G. Pile foundation analysis and design. Malabar, Fla: R.E. Krieger, 1990.

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J, Sands M., i Institution of Civil Engineers (Great Britain), red. Piling, European practice and worldwide trends: Proceedings of a conference organized by the Institution of Civil Engineers, and held in London on 7-9 April 1992. London: T. Telford, 1992.

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Symposium on Screw Piles (2nd 2002 Brussels, Belgium). Belgian screw pile technology: Design and recent developments : proceedings of the Second Symposium on Screw Piles, 7 May 2003, Brussels. Lisse: A.A. Balkema, 2003.

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E, De Cock, Legrand C i International Society of Soil Mechanics and Foundation Engineering, red. Design of axially loaded piles--European practice: Proceedings of the ERTC3 Seminar, Brussels, Belgium, 17-18 April 1997. Rotterdam: A.A. Balkema, 1997.

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D, Sharma Hari, red. Pile foundations in engineering practice. New York: Wiley, 1990.

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International, STATNAMIC Seminar (2nd 1998 Tokyo Japan). STATNAMIC loading test: Proceedings of the second International STATNAMIC Seminar, Tokyo, Japan, 28-30 October 1998. Rotterdam, Netherlands: A.A. Balkema, 2000.

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Biddle, A. R. Specifiers' guide to steel piling. Ascot, Berkshire: Steel Construction Institute, 2002.

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Części książek na temat "Piling (Civil engineering)"

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Seeley, Ivor H. "Measurement of Piling". W Civil Engineering Quantities, 166–77. London: Macmillan Education UK, 1993. http://dx.doi.org/10.1007/978-1-349-22719-8_9.

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Hama, Kentaro, Yoshihiro Horii, Yoshitaka Nakanishi i Toru Watanabe. "Field trials of large-diameter multi-belled piling method". W Lecture Notes in Civil Engineering, 161–68. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_20.

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Jaya, V., P. T. Prijil i K. Balan. "Development of Predictive Equation for Vibration Due to DMC Piling". W Lecture Notes in Civil Engineering, 75–82. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0562-7_9.

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Zhou, Shengbin, Jianxing Tong, Xu Li, Xunhai Sun, Yahui Wang, Jialu Li, Guoqiang Cao i Zhao Li. "Application of Ununiform Arrangement Piling in Reinforcement and Correction of Existing Structures". W Lecture Notes in Civil Engineering, 361–69. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_30.

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AbstractDue to the construction problem of the original concrete mixing pile, the inclined settlement of a building occurred. After analysis and calculation, the uneven pile distribution in the north and south region is adopted to reduce the subsidence and correct the deviation. According to the comparison between the calculated results and the measured data of the project, the two are basically consistent, which indicates that the method of uneven pile distribution can successfully adjust the distribution of the reaction force of the base and achieve the effect of subsidence reduction and deviation correction.
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Zhussupbekov, Askar, Rashid Mangushev i Abdulla Omarov. "Geotechnical Piling Construction and Testing on Problematical Soil Ground of Kazakhstan and Russia". W Lecture Notes in Civil Engineering, 89–107. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-9399-4_9.

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Wei, Limin, Shuanglong Li, Qun He, Meng Du i Hong Zhou. "Disturbance Deformation of Ground Induced by a Large-Area Piling: A Field Test". W Lecture Notes in Civil Engineering, 801–13. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-77234-5_66.

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Kitano, Yuta, i Masafumi Yamaguchi. "A Case History of Piling Work Utilizing the Press-in Method on a Steep Slope". W Lecture Notes in Civil Engineering, 845–52. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_109.

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Muthukkumaran, K., V. V. G. Sai Aditya i P. Devahi. "Cycle Time Analysis and Optimization of Resources, Cost, and Time Involved in Marine Piling Construction". W Lecture Notes in Civil Engineering, 347–52. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-6513-5_30.

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Tian, Zhenya, Rongsheng Zhang, Ronghua Zhu, Jiezhan Chen, Hanqiu Liu, Meiyang Zhang i Xiang Sun. "A comparison study on different suction bucket pre-piling templates for offshore wind jacket foundation". W Civil Engineering and Disaster Prevention, 289–97. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003425823-38.

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Kasama, Kiyonobu, Makoto Ohno, Shinichi Tsukamoto i Jun Tanaka. "Seismic Damage Investigation for River Levees Reinforced by Steel Sheet Piling Method Due to the 2016 Kumamoto Earthquake". W Lecture Notes in Civil Engineering, 853–58. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_110.

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Streszczenia konferencji na temat "Piling (Civil engineering)"

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Meyer, Kirby T., i Glenn D. Hadeler. "Boca Chica Crossing: Early Cypress and Palmetto Pilings". W Third National Congress on Civil Engineering History and Heritage. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40594(265)52.

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Srivastava, Harsh, i Anupam Singhal. "Design and Analysis of Optimized Water Distribution Network at BITS Pilani, Pilani Campus". W The 3rd World Congress on Civil, Structural, and Environmental Engineering. Avestia Publishing, 2018. http://dx.doi.org/10.11159/icesdp18.117.

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"Effect of Biomass on Wind Reduction Pattern in BITS PILANI DUBAI CAMPUS". W International Conference on Biological, Civil and Environmental Engineering. International Institute of Chemical, Biological & Environmental Engineering, 2014. http://dx.doi.org/10.15242/iicbe.c0314170.

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