Relevant bibliographies by topics / Cast-in-situ piles

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

Academic literature on the topic 'Cast-in-situ piles'

Author: Grafiati
Published: 4 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Cast-in-situ piles"

1

Flynn, Kevin N., and Bryan A. McCabe. "Shaft resistance of driven cast-in-situ piles in sand." Canadian Geotechnical Journal 53, no. 1 (2016): 49–59. http://dx.doi.org/10.1139/cgj-2015-0032.

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Driven cast-in-situ (DCIS) piles are classified as a large displacement pile, despite sharing certain aspects of their construction with replacement pile types. However, there are relatively few case histories of load tests on DCIS piles in the literature to verify the assumption that they behave as large displacement piles. In particular, the shaft resistance of DCIS piles in sand is uncertain due to the complex interaction between the freshly cast concrete and surrounding displaced soil after extraction of the steel installation tube. This paper describes the installation, curing, and mainta
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Balan., K., Fasil Fathima, and Nair.S Resmi. "Design of Load Carrying Capacity of Pile–A Critical Approach." Journal of Earthquake Science and Soil Dynamics Engineering 4, no. 1 (2021): 1–5. https://doi.org/10.5281/zenodo.4736994.

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Piles are provided to carry large loads coming from superstructures to the soil. During pile installation resistance developed either at the pile tip or along the surface of the pile. Based on that the piles are classified as either end bearing piles or friction piles. As per Indian Standards bored cast in-situ piles are designed using the methods taken from IS 2911 (part 1/sec 2): 2010. Ultimate load carrying capacity of pile can also be computed from the equation suggested by Mayerhof. Vesic’s equation is helpful for the analysis of laterally loaded piles. The result thus obtained from
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Yang, Dong Sheng. "Experiment Study on Bearing Capacity of Muddy Siltstone Foundation and its Application." Advanced Materials Research 838-841 (November 2013): 101–6. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.101.

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Rock-socket cast-in-situ piles is a commonly used style of foundation, but theoretical analysis, experiments and test research of bearing capacity behavior about rock-socket piles in soft rock have not adapted to the requirement of engineering. The static loading test of single pile on a project in argillaceous and silt laminate, through which the skin friction and point bearing capacity were measured, the bearing capacity behavior of rock-socket cast-in-situ piles in soft rock was analyzed.
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Liu, Han-Long, Jian Chu, and An Deng. "Use of large-diameter, cast–in situ concrete pipe piles for embankment over soft clay." Canadian Geotechnical Journal 46, no. 8 (2009): 915–27. http://dx.doi.org/10.1139/t09-032.

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A new method of using large-diameter, cast–in situ concrete pipe (PCC) piles for embankments over soft clay is introduced in this paper. This PCC pile method offers a relatively quick and cost-effective way for soil improvement as compared with other existing soil improvement methods. The principles and construction techniques involved in this method are described. Full-scale model tests were conducted to evaluate the quality and performance of piles and the responses of the surrounding soils. Methods that can be used to check the quality of the pipe piles are elaborated. A case study that ill
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Zhao, Xue Feng, and Qian Wang. "Use of Cast-In Situ Bored Piles in Filled-Sea Ground Area in Yantai." Applied Mechanics and Materials 584-586 (July 2014): 1849–52. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.1849.

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The key of constructing cast-in-situ bored piles in filled-sea ground area is how to bore through loose and uneven stratum filled with a great amount of large hard rubble, how to overcome the affection of ocean tide and how to prevent the accident of hole’s collapsing, shrinking or irregular shape, thick sedimentary cinder. This paper introduces the practice of constructing cast-in-situ bored piles in the filled-sea ground area in Yantai.
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Fan, Meng Hua. "Load-Settlement (Q-s) Curves Fitting and Bearing Capacity Forecast of Piles with Expanded Branches and Plates." Advanced Materials Research 926-930 (May 2014): 729–32. http://dx.doi.org/10.4028/www.scientific.net/amr.926-930.729.

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118 Q-s curves of piles cast-in-situ with expanded branches and plates bearing pressure load were fitted via trendline of Excel. Bearing capacities on 51 of the 118 piles were forecasted. 12 Q-s curves of anti-pulls piles cast-in-situ with expanded branches and plates were fitted. Through the above work, the author found that order 3 polynomial fitting model is the most reliable model for fitting Q-s curves of piles with expanded branches and plates when bearing pressure or uplift load. In order to improve the accuracy and reliability of the fitting and forecasting, multi-model should be used.
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Jiang, Feng Fei, Sheng Li Wang, Xiao Li Zhang, Zhao Xin Wang, Long Liu, and Fei Fei He. "Issues on the Construction Process of Punched Cast-In Situ Piles." Applied Mechanics and Materials 357-360 (August 2013): 2398–401. http://dx.doi.org/10.4028/www.scientific.net/amm.357-360.2398.

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With the rapid development of modern science and technology, the hole-making technique of punched cast-in-situ piles has also developed rapidly. As punched cast-in-situ piles still belong to the indirect hole-making perfusion, which is elusive, it is difficult to find out problems happening during the construction process. And these problems tend to cause very serious results. Combined with the practical engineering, this essay makes deep research into problems arising in the construction process and puts forward solutions in order to provide the technical personnel with references.
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Leetsaar, Lehar, and Leena Korkiala Tanttu. "Deterministic and Probabilistic Analyses of the Bearing Capacity of Screw Cast in Situ Displacement Piles in Silty Soils as Measured by CPT and SDT." Baltic Journal of Road and Bridge Engineering 18, no. 2 (2023): 99–127. http://dx.doi.org/10.7250/bjrbe.2023-18.600.

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The bearing capacity of screw cast in situ displacement piles is mostly unexplored. There is also insufficient research on piles in silty soils. Therefore, five cone penetration tests (CPT) and one piezocone penetration test (CPTu) using direct methods were utilised to determine the load-bearing capacity of four displacement piles in Estonia. In addition to the CPT sounding data, static-dynamic test (SDT) results were used to analyse the load-beating capacity of the piles. Both deterministic and probabilistic methods were used in the analysis. Characteristic values as a 95% reliable mean and 5
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Kawanda, Aksan. "RECENT ADVANCES OF CAST-IN-SITU PILE INTEGRITY TEST IN INDONESIA." INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) 1, no. 1 (2018): 23. http://dx.doi.org/10.25105/cesd.v1i1.3241.

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<p class="Abstract"><em>Deep foundations, especially cast-in-situ piles became popular and key support for most structures in limited land, so as Jakarta. The piles quality became highly dependent on the soil condition and the skill of the contactors. It’s underneath the ground and this makes inspection to its quality became much more difficult. There is many methods for inspection, either by destructive method, i.e. coring, to non-destructive method like low strain integrity test (PIT), cross-hole sonic logging (CSL) and latest is thermal integrity profiler (TIP). Some advances in
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Ghataora, G. S., L. Lee, and U. K. Ling. "Changes in Properties of Clay Surrounding Cast in situ Piles." Geotechnical and Geological Engineering 29, no. 1 (2010): 57–63. http://dx.doi.org/10.1007/s10706-010-9350-4.

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Dissertations / Theses on the topic "Cast-in-situ piles"

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Lee, Lin. "Soil-pile interaction of bored and cast in-situ piles." Thesis, University of Birmingham, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.633219.

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The research presented in this thesis was undertaken to investigate the changes of the engineering properties of clay surrounding bored piles induced by the ion migration and hence the variation of shaft carrying capacity with time. As lime forms one of the major chemical compositions in cement, it follows that the cement from the bored piles will have a similar effect of improving the engineering properties of the clay adjacent to the bored piles. A number of model piles were constructed in order to study the soil-pile chemical interaction. At a specific time, the piles were subjected to load
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Shi-Yun, Chi, and 蔡熙昀. "Analysis of Axially Loaded Cast-in-Situ Piles from Direct Shear Test Result." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/54457517256835937287.

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碩士<br>國立臺灣科技大學<br>營建工程技術學系<br>82<br>In this study, the shear stress-displacement curves of direct shear test of undisturbed soil sample in Taipei Basin are collected, and a series of direct shear test for remolded soil sample against cement mortar is conducted in laboratory. Based on all tested data, both the exponential and hyperbolic functions are employed to simulate the non- linear shear stress- displacement curves, and the relationship between the depth and parameters of these mathemat
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Chour-Wang, Chang, and 張秋旺. "The Frictional behavior of Cast-in-Situ Model Piles in Silty Clay in Taipei Basin." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/90316821608984104862.

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碩士<br>國立臺灣科技大學<br>營建工程技術學系<br>82<br>The purpose of this research is to study the frictional resistance behavior between the model pile and remolded silty clay in Taipei Basin. The produce model piles were simulated to the construction method of bored pile in-situ. And the middle- triaxial test device in laboratory was used to provide the undrain and axial compression loading condi- tion. From the research, the following results are discovered: 1.The faster the loading rate, the bigger the p
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Books on the topic "Cast-in-situ piles"

1

Lee, Lin. Soil-pile interaction of bored and cast in-situ piles. University of Birmingham, 2001.

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Book chapters on the topic "Cast-in-situ piles"

1

Prakash, Ch, A. K. Sharma, and P. C. Rastogi. "Diagnosis of cast-in-situ piles resting on rock by FPDS." In Application of Stress-Wave Theory to Piles. Routledge, 2022. http://dx.doi.org/10.1201/9781315137544-43.

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Raisa, P. S., and S. Chandrakaran. "Evaluation of Bearing Capacity for Cast In-Situ Bored Piles." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-3383-6_53.

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Anna Sellountou, E., and Brent Robinson. "Recent Advances on Dynamic Load Testing of Bored Piles and Other Cast-in-Situ Piles." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6590-2_2.

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Flynn, Kevin N., and Bryan A. McCabe. "Driven cast in situ piles: insights from a data-centric approach." In Databases for Data-Centric Geotechnics. CRC Press, 2024. https://doi.org/10.1201/9781003441960-7.

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Tanikawa, M., H. Inagawa, K. Shimotsubo, and O. Ohmoto. "Method for estimating the shape of cast in-situ concrete piles based on the stress-wave theory." In Application of Stress-Wave Theory to Piles. Routledge, 2022. http://dx.doi.org/10.1201/9781315137544-96.

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Viswanadham, B. V. S., and Pankaj Kumar. "Full-Scale Load Test on Bored Cast in situ Piles—A Case Study." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6090-3_54.

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Vaidya, Ravikiran, and Mohit Mistry. "Insights of Quality Issues in Bored Cast-Is-Situ Piles—Learning from Integrity Tests." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-77937-4_16.

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Braithwaite, E. J., and E. Fenn. "The design and performance of driven-cast-in-situ piles in Dar es Salaam, Tanzania." In Geotechnics for Developing Africa. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211174-20.

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Lukose, Alpha, and Sudheesh Thiyyakkandi. "Predicting Residual Stress State Around Bored Cast-In-Situ Piles Utilizing Cavity Contraction and Expansion Solutions." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-3383-6_55.

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Panchal, J. P., and A. M. McNamara. "Rehabilitation of brownfield sites using the Gyropiler to remove existing bored cast in-situ concrete piles." In Proceedings of the Second International Conference on Press-in Engineering 2021, Kochi, Japan. CRC Press, 2021. http://dx.doi.org/10.1201/9781003215226-26.

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Conference papers on the topic "Cast-in-situ piles"

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Zhang, Yaofu, and Dave Dawson. "A Case Study of Nondestructive Force Main Condition Assessment." In CORROSION 2013. NACE International, 2013. https://doi.org/10.5006/c2013-02565.

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Abstract US EPA reports that there are over 240,000 water main breaks and up to 75,000 sanitary sewer overflows per year in the United States (EPA, 2009). The number of failures has also been increasing as the systems approaching their service life. Effective management is required to extend the lives of the pipelines, and to ensure the public health and safety. An effective assets management plan, in turn, requires proper pipe condition assessment. About two thirds of the installed municipal pipelines consist of various forms of ferrous pipes (EPA, 2005). Methods are very limited to assess th
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Neely, William J. "Heave of Driven, Cast In Situ Piles Due to Driving Displacements." In Art of Foundation Engineering Practice Congress 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41093(372)21.

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Liang, Jianfeng, Xinquan Wang, Yunliang Cui, and Wenkai Qiao. "Mechanism Analysis on Combined Toe-and-side Grouting for Cast-in-situ Piles." In International Conference on Mechanics,Materials and Structural Engineering (ICMMSE 2016). Atlantis Press, 2016. http://dx.doi.org/10.2991/icmmse-16.2016.58.

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Fu, Xudong, and Zhengbing Zhou. "Study on Bearing Capacity of Bored Cast-in-Situ Piles by Post Pressure Grouting." In Third International Conference on Grouting and Ground Treatment. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40663(2003)41.

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Chen, GuoYuan, Liu Feng, LiMin Wei, and Tao Chang. "Research on the Construction of Ultra-Long Bored Cast-in-Situ Piles in Lake Region." In GeoHunan International Conference 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/47631(410)14.

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Suloshini, S., and L. I. N. de Silva. "An Experimental Investigation on Shaft Resistance of Cast In-Situ Bored Piles in Intact Rock." In 2019 Moratuwa Engineering Research Conference (MERCon). IEEE, 2019. http://dx.doi.org/10.1109/mercon.2019.8818807.

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Kostov, Vladimir. "BEARING CAPACITY OF CAST-IN-PLACE PILES ON THE BASIS OF IN SITU STATIC LOAD TESTS." In 15th International Multidisciplinary Scientific GeoConference SGEM2015. Stef92 Technology, 2011. http://dx.doi.org/10.5593/sgem2015/b12/s2.015.

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Ismail, Mohamed Taib. "The Second Penang Bridge Project: Planning, Design, Construction and Maintenance." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0019.

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&lt;p&gt;The 24 km dual carriageway Sultan Abdul Halim bridge project, Penang’s second link was completed in 2014. On the island end is Batu Maung which houses the Penang International Airport. On the mainland is Batu Kawan. The main navigation span consist of a cast-in-situ cable stayed concrete bridge with span arrangement of 117.5m +240m + 117.5m. The approach bridge consist of 55m precast segmental box girders constructed span by span supported on high damping rubber bearing on reinforced concrete piers. Bored piles of 2m diameter are used for the cable stayed bridge and 1.5m at the mudfla
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Sun, Qianchen, Mohammed Elshafie, Chris Barker, Anthony Fisher, and Andrew Bell. "Data Interpretation Framework for Pile Thermal Integrity Testing." In The 2nd International Conference on Civil Infrastructure and Construction. Qatar University Press, 2023. http://dx.doi.org/10.29117/cic.2023.0101.

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Given the inherent nature of how deep cast in-situ concrete foundations (piles and diaphragm walls) are constructed, evaluating their integrity is difficult. Several well-established methods for testing integrity have been established, but each has its own advantages and disadvantages. In recent years, a new integrity test method called thermal integrity profiling (TIP) has been put into use in deep foundation construction. The primary characteristic utilised in this test is the early-age concrete release of heat during curing; abnormalities such as voids, necking, bulging, and/or soil intrusi
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Zhang, Zhiguo, Tiejun Lu, Yucheng Zhao, Jingchun Wang, and Youdao Li. "Pile-Bottom Grouting Technology for Bored Cast-in-Situ Pile Foundation." In GeoSupport Conference 2004. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40713(2004)80.

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