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

Author: Grafiati

Published: 4 June 2025

Last updated: 1 August 2025

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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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Mascarucci, Ylenia, Alessandro Mandolini, and Salvatore Miliziano. "Effects of residual stresses on shaft friction of bored cast in situ piles in sand." Journal of Geo-Engineering Sciences 1, no. 1 (2013): 37–51. http://dx.doi.org/10.3233/jgs-13009.

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The existence of residual stresses locked-in prefabricated displacement piles is a well-known problem and has been addressed by a number of researchers in the last decades. This is not the case with cast in situ piles: as a consequence of concrete curing, pile-soil interaction starts soon after concrete casting, causing stress changes in terms of both normal and shear stresses. Such circumstance has been confirmed by few experimental evidences, reported in the paper, in saturated or dry soil conditions. In order to evaluate the influence of residual stresses on the subsequent pile response to

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12

E, Nishma, and Amna K. Sonu. "Evaluation of Bearing Capacity for Cast In-Situ Bored Piles." International Journal for Research in Applied Science and Engineering Technology 11, no. 4 (2023): 4481–89. http://dx.doi.org/10.22214/ijraset.2023.51306.

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Abstract: Pile is a structural element constructed to overcome heavy loads from super structure, when proper bearing strata is not available at shallow depth. The prediction of bearing capacity of a bored cast in-situ pile is a complex problem, as it depends on installation method, concrete quality, ground condition and pile geometry. It is considered that the reliable method for finding bearing capacity is pile load test, which is time consuming and costly. The bearing capacity can also be analysed by empirical and analytical methods using soil data and SPT data. In this paper, empirical meth

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13

Tang, Bin, Ting Wang, and Zi Ning Shan. "The Engineering Accident Analysis of Cast-In Situ Bored Pile." Advanced Materials Research 446-449 (January 2012): 1514–19. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1514.

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Abstract: Cast-in situ bored pile is a common form of pile foundation and widely used in road and bridge engineering in China. Because of complex cast-in situ bored pile construction process, high technical content requirement, vulnerable to the impact of human and environmental factors, cast-in situ bored piles prone to various kinds of quality problems in the construction process, such as drilling deflection, drilling hole collapse and diameter reduction, wrong identification of pile-end’s bearing stratum, catheter tube blockage, reinforcement cage floating, pile breaking, pile silted, etc.

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14

Cai, Jing, Yong Yu Wang, Xin Hua Wang, and Hua Wei Yan. "Evaluation on Bearing Capacity Improvement of Cast-In Situ Bored Piles Using Post-Grouting Technology." Applied Mechanics and Materials 204-208 (October 2012): 168–72. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.168.

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Post-grouting technology is an effective method of improving mud cake in the pile tip and debris in the pile side. What’s more, it is also considered as a great method to improve the bearing capacity of the cast-in-situ bored pile. The post-grouting technology is used in the foundation of a tall office building in Shan Dong province. For this project, comparing results of the static load test and the theoretical calculation, some conclusions can be made that the bearing capacity of post-grouting pile is 126.5% more than that of unpost-grouting one, the ratio between the tip resistance and the

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15

Huang, Bo, Tang Dai Xia, and Peng Fei He. "Vibration Reduction Analysis of an Old Residential District under Vehicle Load." Applied Mechanics and Materials 522-524 (February 2014): 1697–702. http://dx.doi.org/10.4028/www.scientific.net/amm.522-524.1697.

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Vibration phenomena on buildings in old residential district under non-seismic load are increasing. Given the vibration phenomenon on buildings in an typical old residential district under vehicle load, cast-in-situ bored piles in rows are suggested to reduce the vibration through analysis. Finite element method (FEM) is used to simulate vibration reduction effect of piles with different lengths. Considering analysis of the isolation of Rayleigh wave from far field and the result of FEM, 40 meter is the reasonable length of the vibration reduction piles. A vibration reduction solution is prese

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16

Mujtaba, H., M. T. Javed, K. Farooq, N. Sivakugan, and B. M. Das. "Axial Capacity Evaluation of Rock-Socketed Cast-In-Situ Concrete Piles." Soil Mechanics and Foundation Engineering 58, no. 2 (2021): 152–58. http://dx.doi.org/10.1007/s11204-021-09720-4.

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17

Li, Jing-pei, Ming-bo Yao, and Wei Shao. "Diffusion-reaction model of stochastically mixed sulfate in cast-in-situ piles." Construction and Building Materials 115 (July 2016): 662–68. http://dx.doi.org/10.1016/j.conbuildmat.2016.04.075.

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18

Mohamed, Ahmed, Nihad Aljuboori, and Azealdeen Al-Jawadi. "Tracking Shaft Integrity of Jet Grouting Piles Injected in Soft Soil Layers Based on Sonic Integrity Test Method: A Case Study from Erdemli, Mersin Region, South Turkey." Iraqi Geological Journal 57, no. 2E (2024): 54–66. https://doi.org/10.46717/igj.57.2e.5ms-2024-11-14.

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Many studies have focused on using the non-destructive testing (NDT) method to determine defects in piles. This paper presents an analytical approach that compares the obtained profiles with typical profiles to confirm the integrity of jet grouting column piles using the cast-in-situ Sonic Integrity Testing (SIT) method. In this context, grouting piles are being constructed within the scope of the under-foundation in Erdemli/Mersin Province, Turkey. SIT testing was performed on jet grouting piles by performing integrity tests on piles manufactured, which varied in length according to the field

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19

Tsukada, Yukihiro, and Yasumitsu Ichimura. "Application of integrity tests for quality control of cast-in-situ piles." Doboku Gakkai Ronbunshu, no. 603 (1998): 139–46. http://dx.doi.org/10.2208/jscej.1998.603_139.

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20

Sandip Kumar Dey and Mehedi Ahmed Ansary. "Evaluation of pile capacity estimation methods in Bangladesh: A comparative study using static analysis and load tests." International Journal of Science and Research Archive 15, no. 3 (2025): 1306–13. https://doi.org/10.30574/ijsra.2025.15.3.1861.

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This research examines the accuracy and reliability of different theoretical and semiempirical methods to estimate the ultimate axial capacity of piles in Bangladesh, particularly for precast driven piles and cast-in-situ bored piles. By comparing predicted capacities with various methods, i.e., Meyerhof (1976), API RP 2A (1993), Tomlinson (1994), Norwegian Pile Guideline (2005), and Indian Standard (2010) for driven piles and Meyerhof (1976), NAVFAC DM 7.2 (1984), AASHTO (1986), O'Neill and Reese (1988), and Decourt (1995) for bored piles with actual measured capacities from static load tests

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21

Vynnykov, Yurij, and Irina Miroshnychenko. "Improving methods of buildings on cast-in-situ piles in punched holes settlements determination." PNRPU Construction and Architecture Bulletin, no. 2 (2014): 117–25. http://dx.doi.org/10.15593/2224-9826/2014.2.07.

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22

Unaibayev, Bulat, and Violetta Andreyachshenko. "Cast-in-situ piles encasements based on oil-bituminous rocks (kirs) in saline soils." Przegląd Naukowy Inżynieria i Kształtowanie Środowiska 30, no. 1 (2021): 51–61. http://dx.doi.org/10.22630/pniks.2021.30.1.5.

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A technology of building a pile foundation in saline soils with a protective and load-bearing shell based on bituminous rocks (kirs) is proposed that makes it possible to eliminate water permeability, to increase suffusion resistance and bearing capacity of the soil, as well as durability. The method of extracting natural bitumen from bituminous rocks (kirs) is based on the ability of kirs to self-grind or disintegrate into small parts at elevated temperatures in aqueous salt solutions. The proposed method excludes mechanical grinding and allows reducing the consumption of reagents and improvi

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23

Hirai, Yoshio, Shuichi Wakai, and Masamichi Aoki. "In-situ pull-out tests of cast-in-place concrete piles with belled enlargements." Japanese Geotechnical Society Special Publication 2, no. 41 (2016): 1478–81. http://dx.doi.org/10.3208/jgssp.jpn-012.

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24

Zhao, Chunfeng, Jiaqi Zhang, Cheng Zhao, Yue Wu, and Youbao Wang. "Cavity reverse expansion considering elastoplastic unloading and application in cast-in-situ bored piles." Soils and Foundations 63, no. 4 (2023): 101339. http://dx.doi.org/10.1016/j.sandf.2023.101339.

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25

Zhou, Mi, Hanlong Liu, Yumin Chen, and Yuxia Hu. "First application of cast-in-place concrete large-diameter pipe (PCC) pile-reinforced railway foundation: a field study." Canadian Geotechnical Journal 53, no. 4 (2016): 708–16. http://dx.doi.org/10.1139/cgj-2014-0547.

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Cast-in-place concrete large-diameter pipe (PCC) piles have been widely used in highway construction for foundation reinforcement, where soft ground was encountered, due to their fast on-site construction and high capacity, hence economics. This paper reports the performance of their first application in high-speed railway foundation reinforcement on soft soil ground. To satisfy the strict settlement requirement for railway design, PCC piles with large diameters (D = 1 m), thick pile wall thicknesses (t = 0.15 m), and close spacing (s = 2.5 m) were constructed. The foundation performance has b

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26

Pujadas-Gispert, Ester, Joost G. Vogtländer, and S. P. G. (Faas) Moonen. "Environmental and Economic Optimization of a Conventional Concrete Building Foundation: Selecting the Best of 28 Alternatives by Applying the Pareto Front." Sustainability 13, no. 3 (2021): 1496. http://dx.doi.org/10.3390/su13031496.

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This research optimizes the environmental impact of a conventional building foundation in Northern Europe while considering the economic cost. The foundation is composed of piles and ground beams. Calculations are performed following relevant building Eurocodes and using life cycle assessment methodology. Concrete and steel accounted for the majority of the environmental impact of foundation alternatives; in particular, steel on piles has a significant influence. Selecting small sections of precast piles or low-reinforcement vibro-piles instead of continuous-flight auger piles can reduce the e

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Oliveira, Bismarck, Maurício Sales, Renato Angelim, and Luiz Galvani Junior. "Numerical simulations of displacement piles in a tropical soil." Soils and Rocks 46, no. 1 (2022): e2023004522. http://dx.doi.org/10.28927/sr.2023.004522.

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The behavior of pile foundations under axial loading is directly influenced by the effects that its installation process induces in the surrounding soil. Consequently, the consideration of these effects is essential for the correct numerical modeling of these geotechnical structures. In the present study, numerical simulations of driven cast-in-situ piles under axial loading have been carried out using finite element analysis. Three 3.5 m long piles with diameters ranging from 114.3 to 219.1 mm were analyzed. The pile installation effects have been considered indirectly by employing two distin

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Wang, Zhong Wen. "Experimental Study of Defects in Cast-In-Situ Bored Piles and its Application for Superdeep Defect Treatment." Applied Mechanics and Materials 166-169 (May 2012): 434–40. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.434.

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Abstract. After the finishing of piles, it was found that concrete defects at 63.0m-67.0m at the No.1 Bored pile in the North Channel Bridge of Hangzhou Bay Bridge B13 pier, which is at a diameter of 250cm with length of 96m. Aiming to successful treatment for this kind of defects, the present study proposed the pressurized concrete injection treatment techniques for superdeep defects in bored piles. In the paper, the experiment was carried out in comparing various mixed proportions of grouting, and the relationship analyzed between compressive strength and sound velocity for the treatment pro

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29

Ma, Zhi Tao, Yong Ping Wang, and Sai Jiang Liang. "Test Research on Cast-In-Situ Concrete Pipe Piles under Lateral Load." Applied Mechanics and Materials 166-169 (May 2012): 653–56. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.653.

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Using the model test systems self-designed, the deformation characteristics such as displacement and bending moment of cast-in-situ concrete pipe piles under lateral load were studied, the nonlinear characteristics of pile top horizontal displacement and the maximum bending moment variation with load were also analyzed by fitting the measured data. Further, the main factors such as pile length, pile diameter that affect the deformation characteristics significantly were also analyzed. The results show that the relationship between horizontal displacement of pile top and load is nonlinear hyper

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30

Panchal, Jignasha P., Andrew M. McNamara, and Richard J. Goodey. "Sheet pile groups as an alternative foundation solution to cast-in-situ concrete piles." International Journal of Physical Modelling in Geotechnics 20, no. 2 (2020): 83–96. http://dx.doi.org/10.1680/jphmg.18.00053.

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31

Sun, Qianchen, Mohammed Z. E. B. Elshafie, Chris Barker, Anthony Fisher, Jennifer Schooling, and Yi Rui. "Integrity monitoring of cast in-situ piles using thermal approach: A field case study." Engineering Structures 272 (December 2022): 114586. http://dx.doi.org/10.1016/j.engstruct.2022.114586.

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32

Liu, Nian-wu, Zhong-miao Zhang, Qian-qing Zhang, and Kai Fang. "Destructive field tests on mobilization of end resistance of cast-in-situ bored piles." Journal of Central South University 20, no. 4 (2013): 1071–78. http://dx.doi.org/10.1007/s11771-013-1586-8.

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Fang, Zhao, Tan, and Qiu. "Prediction of Grouting Penetration Height Along the Shaft of Base Grouted Pile." Journal of Marine Science and Engineering 7, no. 7 (2019): 212. http://dx.doi.org/10.3390/jmse7070212.

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Post-pressure grouting is an effective method to improve bearing capacity of ordinary bored cast-in-situ piles. The migration of the grout along the pile side is regarded as an important mechanism responsible for the improvement of the pile capacity. Research into the penetration height of the grout is of great important in evaluating the behavior of base grouted piles. In this paper, a prediction method of grouting penetration height along the shaft of the base grouted pile was proposed. Considering the balance and losses of the grout pressure during grouting, an iterative procedure was given

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34

Lucouvicz Dada, Thaís, and Faiçal Massad. "Bi-directional test: characteristics, interpretation and case studies of cast-in-situ piles in Brazil." Geotecnia 143 (July 2018): 29–54. http://dx.doi.org/10.24849/j.geot.2018.143.03.

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35

Flynn, Kevin N., and Bryan A. McCabe. "Applicability of CPT Capacity Prediction Methods to Driven Cast-In-Situ Piles in Granular Soil." Journal of Geotechnical and Geoenvironmental Engineering 147, no. 2 (2021): 04020170. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002445.

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Zotsenko, N. L., and Yu L. Vinnikov. "Long-Term Settlement of Buildings Erected on Driven Cast-In-Situ Piles in Loess Soil." Soil Mechanics and Foundation Engineering 53, no. 3 (2016): 189–95. http://dx.doi.org/10.1007/s11204-016-9384-6.

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Kuo, Chiang Pin, and Li Chung Chao. "AHP Model for Evaluation of Pile Installation Methods." Applied Mechanics and Materials 858 (November 2016): 67–72. http://dx.doi.org/10.4028/www.scientific.net/amm.858.67.

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As an economical way of transmitting the loads from structures to the soil or rock layer, pile foundations have been widely applied in construction projects. With an objective of developing a model for selecting the optimum pile installation method for a project, this study investigated three alternative methods that are commonly used in Taiwan. Based on a review of related researches, a generic evaluation framework of a hierarchy comprising 21 factors in four groups is proposed and a model using the analytical hierarchy process (AHP) to produce the weight of the factors and the ratings of the

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38

Zhan, Caizhao, and Jian-Hua Yin. "Field static load tests on drilled shaft founded on or socketed into rock." Canadian Geotechnical Journal 37, no. 6 (2000): 1283–94. http://dx.doi.org/10.1139/t00-048.

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The Mass Transit Railway Corporation proposes to construct the Tseung Kwan O Depot (TKD) within Area 86 reclamation at Tseung Kwan O as part of the Tseung Kwan O Extension. The proposed foundation for the TKD comprises about 1000 large-diameter, bored, cast in situ, drilled shafts founded on or socketed into rock. To confirm the design allowable end bearing capacity and rock socket side resistance for the drilled shaft foundations, two test piles were constructed and tested. Both test piles were instrumented with strain gauges and rod extensometers. This paper presents the static compressive l

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39

Mahfouz, Ali H. "New technique of ground improvement: driven cast-in-situ thin wall concrete pipe piles (PCC)." Geomechanics and Geoengineering 6, no. 2 (2011): 119–29. http://dx.doi.org/10.1080/17486025.2010.538728.

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40

Flynn, Kevin N., and Bryan A. McCabe. "Driven cast-in-situ piles installed using hydraulic hammers: Installation energy transfer and driveability assessment." Soils and Foundations 59, no. 6 (2019): 1946–59. http://dx.doi.org/10.1016/j.sandf.2019.09.003.

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41

Xie, Feng, Jingpei Li, Lin Li, Gaowen Zhao, and Minbo Yao. "Numerical solution and damage evaluation for cast-in-situ piles exposed to external sulfate attack." Construction and Building Materials 214 (July 2019): 269–79. http://dx.doi.org/10.1016/j.conbuildmat.2019.04.132.

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42

Lee, Woojin, Won-Je Lee, Sang-Bae Lee, and Rodrigo Salgado. "Measurement of pile load transfer using the Fiber Bragg Grating sensor system." Canadian Geotechnical Journal 41, no. 6 (2004): 1222–32. http://dx.doi.org/10.1139/t04-059.

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A series of laboratory and field tests were performed to evaluate the applicability of an optical fiber sensor system in the instrumentation of piles. A multiplexed sensor system, constructed by arranging several Fiber Bragg Grating (FBG) sensors along a single line of optical fiber, is capable of measuring local axial strains as a function of wavelength shifts. The distributions of axial load in three model piles and a field test pile evaluated from the strains measured by FBG sensors are found to be comparable, in terms of both magnitude and trend, with those obtained from conventional strai

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43

Ma, Zhi Tao, Han Long Liu, Yong Ping Wang, and Ji Ming Zhu. "Field Test Research on Soil Compacting Effect of Cast-In Situ Concrete Pipe Pile." Advanced Materials Research 446-449 (January 2012): 1914–17. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1914.

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Combined with practical engineering application, the test researches were carried out to analyze the soil compacting effects of Cast-in-situ concrete pipe pile while the pile was driven by vibration hammer. This article is focused on the characteristics of soil uplift and lateral deformation around pile, included surface soil and deep soil. In addition, the change characteristic of pore water pressure of soil around pile is also analyzed, and some useful rules were concluded. All researches are helpful to optimize the construction parameters, such as distance between piles, pile diameter etc.,

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Omer, J. R., R. Delpak, and R. B. Robinson. "Instrumented load tests in mudstone: pile capacity and settlement prediction." Canadian Geotechnical Journal 39, no. 6 (2002): 1254–72. http://dx.doi.org/10.1139/t02-072.

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The present work stems from the design of a viaduct in South Wales, U.K., where full-scale pile testing was carried out to assess whether the proposed design methods would meet the required load capacity and settlement criteria for the working piles. Five fully instrumented large diameter bored cast in situ piles, up to 30 m deep, were installed in weathered mudstone and tested under vertical loading. A sixth pile, which had no shaft instrumentation, was formed with a voided toe. In conjunction with vast soil data from 218 site investigation boreholes, the extensive data produced from the load

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David Suits, L., TC Sheahan, SH Chow, and KS Wong. "Model Pile Pull-Out Tests Using Polyethylene Sheets to Reduce Downdrag on Cast In Situ Piles." Geotechnical Testing Journal 27, no. 3 (2004): 11779. http://dx.doi.org/10.1520/gtj11779.

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Guo, Jiangli, Lu Gao, Xiangzhou Xu, and Junqiang Xia. "Development of Reinforced Concrete Piles in the Lower Yellow River, China." Sustainability 15, no. 19 (2023): 14500. http://dx.doi.org/10.3390/su151914500.

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Controlling the river regime in the lower wandering reaches of the Yellow River Basin is important for ecological protection and high-quality development. This study reviews the development of pile groynes suitable for wandering rivers. As a widely used form of reinforced concrete pile, pile groynes, including round and sheet piles, have been built in alluvial rivers in large numbers for many years. Currently, research focuses on improving the stability and erosion resistance of these piles. Here, three types of groynes are discussed according to the construction technology: cast-in situ bored

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Markovski, Goran, Marija Docevska, and Viktor Markelj. "Two new bridges over the River Vardar in Skopje." Gradjevinski materijali i konstrukcije 65, no. 3 (2022): 115–29. http://dx.doi.org/10.5937/grmk2203115m.

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This paper presents some aspects of the design of two new bridges over the River Vardar in Skopje. "Mihajlo Apostolski" is an integral bridge, consisting of two separate structures (22.05 + 50.50 + 21.05 m = 93.6 m length and 15.3 m width). The bridge deck is made up of a two-cell prestressed cast-in-situ box girder with a parabolically variable cross section. The abutments and the piers are wall-shaped and supported on single and double row piles, respectively. The side spans, together with the approaching structures, were proposed to be built on traditional scaffolding, while the middle span

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Ellway, K. "Practical guidance on the use of integrity tests for the quality control of cast-in-situ piles." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 26, no. 2 (1989): 86. http://dx.doi.org/10.1016/0148-9062(89)90288-x.

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Liu, Yongli, Henglin Xiao, Silu Huang, Wenbin Wu, and Zhi Chen. "Research on the layout of optical fibers applied for determining the integrity of cast-in-situ piles." Optical Fiber Technology 45 (November 2018): 173–81. http://dx.doi.org/10.1016/j.yofte.2018.07.008.

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SHULYATYEV, O. A., A. M. DZAGOV, and D. K. MINAKOV. "CHANGES IN STRESS-STRAINED SOIL MASS RESULTING FROM THE INSTALLATION OF BORED CAST-IN-SITU PILES AND BARRETTES." Bulletin of Science and Research Center of Construction 34, no. 3 (2022): 26–44. http://dx.doi.org/10.37538/2224-9494-2022-3(34)-26-44.

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