Relevant bibliographies by topics / Rock-socketed pile

Academic literature on the topic 'Rock-socketed pile'

Author: Grafiati
Published: 10 December 2022
Last updated: 28 January 2023

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

Select a source type:

Contents

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Rock-socketed 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 "Rock-socketed pile"

1

Liu, Xiao Li, and H. Zhou. "Investigation on Behavior of Rock-Socketed Retaining Piles for Deep Excavation." Key Engineering Materials 462-463 (January 2011): 825–30. http://dx.doi.org/10.4028/www.scientific.net/kem.462-463.825.

Full text
Abstract:
In the soil-rock mixed areas where the soils overlie on the rock layer, the rock-socketed retaining piles have been widely used for deep excavations. Up to date, little attention has been paid to performance of the rock-socketed piles used for deep excavation. Therefore, using the two-dimensional finite element program, Plaxis2D, a typical deep excavation engineering supported by rock-socketed piles with the whole embedded portion in rock is analyzed to investigate behavior of the rock-socketed retaining piles in detail. Computation results have shown that for rock-socketed retaining piles used in deep excavations, there exists an ultimate or a maximum rock-socketed depth which can be estimated by the pile diameter. For the ultimate rock-socketed depth, in the final excavation step, the first zero bending moment point of the rock-socketed part of the pile generally locates near the top surface of the rock layer. When the excavated surface is located at the top surface of the rock layer, the corresponding shear force distribution of the rock-socketed pile has an extremum at the same position.
APA, Harvard, Vancouver, ISO, and other styles
2

Bai, Xiaoyu, Xueying Liu, Mingyi Zhang, Yonghong Wang, and Nan Yan. "Ultimate Load Tests on Bearing Behavior of Large-Diameter Bored Piles in Weathered Rock Foundation." Advances in Civil Engineering 2020 (September 8, 2020): 1–13. http://dx.doi.org/10.1155/2020/8821428.

Full text
Abstract:
Based on the vertical compressive static load test and pile mechanics test of three large diameter bored piles (one of the test piles was treated with postgrouting) in granite gneisses foundation, the bearing capacity, deformation characteristics, and influencing factors of the single pile under the limit state are analyzed and compared with the recommended values of survey report and the recommended values of current codes. By comparing the measured and theoretical values of pile axial force, the bearing capacity of cast-in-place pile under normal and limit conditions is analyzed. The experimental results show that the Q-s curve of large-diameter rock-socketed mud wall retaining bored pile with a length-diameter ratio of 25–33 and rock-socketed depth of 5–8 d shows a rapid growth. After grouting treatment, the ultimate compressive bearing capacity of single pile is improved, the maximum settlement is reduced by 6.6%, the rebound rate is reduced by 11.1%, and the settlement effect of controlling pile top is not significant. The bearing capacity and deformation characteristics of the three test piles are less affected by length-diameter ratio and rock-socketed depth. For postgrouting piles, the ratio of frictional resistance of rock-socketed segment and the ratio of pile lateral resistance are less affected by length-diameter ratio and rock-socketed depth, while, for postgrouting piles, the ratio of pile lateral resistance is more affected by rock-socketed depth. The pile end resistance ratio of the three test piles is significantly affected by the rock-socketed depth, whether or not the pile side postgrouting treatment is carried out.
APA, Harvard, Vancouver, ISO, and other styles
3

Xing, Xiaobo, Xiangyang Li, Wei Li, Tu Lu, Xiaofeng Duan, and Qing Jin. "Numerical Analysis of the End-Suspended Pile and the Rock-Socketed Pile Bearing Capacity of a Soil-Rock Composite Foundation Pit." Advances in Civil Engineering 2022 (February 25, 2022): 1–15. http://dx.doi.org/10.1155/2022/1199548.

Full text
Abstract:
The bearing capacity of the rock-socketed part of the end-suspended pile and rock-socketed pile was investigated. Numerical models have been partially established with half of the pile and half of the pile space to simplify the model and reduce the number of elements. The strain-softening model was adopted for the rock mass, and the Coulomb friction model was used to simulate the friction between the pile and the soil. Subsequently, the stress deformation and bearing capacity were obtained in the numerical simulation analysis. Finally, the effects of the different support structures, rock-socketed depth, diameter, spacing, and rock shoulder width on piles were analyzed. The numerical results show that both the ultimate bearing capacity and the antideformation capacity of the end-suspended pile are lower than those of the rock-socketed pile. The bearing capacity of both the end-suspended pile and rock-socketed pile increases with an increase in rock-socketed depth, diameter, and spacing. In addition, the performance of the end-suspended pile is also positively correlated with the rock shoulder width.
APA, Harvard, Vancouver, ISO, and other styles
4

Wang, Tie Hang, Liang Zhang, Yan Zhou Hao, and Xin Jin. "Side Friction of Rock-Socketed Piles Involving Thick Sediment." Advances in Civil Engineering 2020 (December 16, 2020): 1–13. http://dx.doi.org/10.1155/2020/8882698.

Full text
Abstract:
This paper investigates the skin friction transfer characteristics of the rock-socketed section of a rock-socketed pile resting on thick sediment by conducting in situ core-drilling tests and static loading tests. Test results show that when using the impact hole-forming method in weakly cemented soil, a layer of sediment is deposited at the pile bottom. Due to the existence of sediment, when the load reaches a certain value, sudden and large subsidence is observed. This indicates that the end resistance does not contribute to the bearing capacity. Thus, it is not appropriate to consider both end resistance and side resistance in the existing design method of a rock-socketed pile. The bearing capacity of a single rock-socketed pile should be determined according to the side resistance of the soil layer and rock-socketed section only. Numerical analysis is performed to determine the deformation and load-carrying capacity of the pile and the distribution of friction on the sides of the rock-socketed segment. Under a given applied load, small settlement is observed when socketed thickness and rock strength are relatively large. The distribution of side friction of the socketed segment along the vertical direction shows a double-peak saddle shape. When the socketed thickness and rock strength are relatively smaller, the lower peak is higher than the upper peak, and conversely, when the socketed thickness and rock strength are relatively larger, the lower peak is smaller than the upper peak. For a given applied load on the pile top, smaller socketed thickness results in larger settlement and side friction. Due to the thick layer of sediment, the axial force of the rock-socketed segment of the pile gradually decreases along the vertical direction from the applied load on the pile top to zero at the bottom. According to the mechanical properties at different shear stages, a function is derived for the complete constitutive model for a pile-rock interface. Analytical solutions for the friction of a single pile are obtained under the conditions of failure and elasticity deformation of the surrounding rock. Its load transfer equation is derived as well. Accordingly, an equation is proposed for calculating the bearing capacity of rock-socketed piles resting on sediment at the bottom.
APA, Harvard, Vancouver, ISO, and other styles
5

Gao, Rui, Yan Qiang Wang, and Jun Yan. "Model Test of Socketed Depth’s Influence on Bearing Mechanism in Rock-Socketed Pile." Applied Mechanics and Materials 90-93 (September 2011): 332–36. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.332.

Full text
Abstract:
The socketed depth in rock-socketed pile can influence its bearing mechanism largely. At present the numerical simulation is used to study the socketed depth’s influence on pile’s bearing mechanism. It can reveal the pile bearing mechanism in some degree; however, there are some defects and limitations in simulation for its assumptions and simplifications. Based on the pile foundation of Tian-xing-zhou Bridge, the model test is conducted to study the socketed depth’ influence on rock-socketed pile bearing mechanism. In the model test, the socketed depth of model piles are made different ranging from 60mm to 200mm at the step of 20mm, and the bed rock is simulated with mixture of sand and plaster, the rock-soil overlain the bed rock is simulated with silty sand, the pile is simulated with organic glass rod according to similarity principle respectively. The results show that the settlement of top of model pile is smaller and the ratio of point resistance is smaller when the socketed depth is longer. When the socketed depth reaches 5D (D represents diameter of model pile), the ratio of point resistance is no more than 40%, and it is less than 1% when 8D. The conclusions drawed from model test are useful to deciding the length of pile foundation in Tian-xing-zhou Bridge.
APA, Harvard, Vancouver, ISO, and other styles
6

Bakri, Mudthir, Yuan You Xia, and Hua Bing Wang. "Numerical Analysis of Stabilization of Slopes Overlying Bedrock Using Piles and Effect of Socketed Length of Pile on Stability." Applied Mechanics and Materials 580-583 (July 2014): 424–31. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.424.

Full text
Abstract:
Piles are used widely for stabilization of landslides. To stabilize a slope settled on bedrock with piles the required factor of safety must be checked, and pile should be designed properly. Piles should be socketed into firm rock to prevent uprooting or overturning .In this research it is aimed to look into the socketed length of pile in bedrock. Therefore the parameters that affect the factor of safety of slope/pile system such as location, length, spacing and diameter of piles are analyzed. The effect of socketed length of pile in rock on pile behavior is investigated by plotting the shear force and bending moment diagrams along pile. The optimal pile position is found to be located slightly upper of the middle of the slope. The minimum socketed length after which the factor of safety will be remained constant is found to be 0.12L where L is pile length.FLAC3D computer code based on finite difference method is used to simulate the slope/pile system.
APA, Harvard, Vancouver, ISO, and other styles
7

Fa-you, A., Ming-chang Hei, Shi-qua Yan, and Peng Zhang. "Investigating the Effect of the Rock-Socketed Depth of the Hinged Cable-Anchored Pile on the Earthquake Response Characteristics of Supporting Structures." Advances in Civil Engineering 2022 (May 31, 2022): 1–11. http://dx.doi.org/10.1155/2022/2249654.

Full text
Abstract:
In order to meet the design requirements of the anti-slide pile, the form of the anchor-pull pile is often adopted in engineering applications. In the present study, the seismic response characteristics of hinged cable-anchored piles with different rock-socketed depths are analyzed using a large-scale seismic model test platform and numerical simulations. The obtained results show that the rock-socketed depth significantly affects the seismic response of the pile-anchor system. It is found that, as the rock-socketed depth increases under the same seismic conditions, the peak acceleration at the top of the anchored pile, the peak dynamic Earth pressure behind the pile, the axial force of the anchor rod, and the bending moment of the pile body decrease and the seismic stability of the anti-slide pile improves. It is concluded that, in the seismic design of anchor-pulled piles, increasing the rock-socketed depth of the anchor is an appropriate scheme to improve the seismic performance of anchor-pulled piles. The research results have a certain significance for improving the understanding of the seismic response law of hinged cable-anchored piles and improving the seismic design.
APA, Harvard, Vancouver, ISO, and other styles
8

Liu, Xueying, Xiaoyu Bai, Mingyi Zhang, Yonghong Wang, Songkui Sang, and Nan Yan. "Load-Bearing Characteristics of Large-Diameter Rock-Socketed Piles Based on Ultimate Load Tests." Advances in Materials Science and Engineering 2020 (July 26, 2020): 1–12. http://dx.doi.org/10.1155/2020/6075607.

Full text
Abstract:
As part of a large converter project in Shandong Province, vertical static load tests and internal force tests were conducted on three large-diameter rock-socketed piles, their load transfer mechanism was clarified, and the ultimate side resistance and ultimate resistance performance characteristics of the rock-socketed sections were analyzed. The test results showed that the three test piles were damaged under maximum loading, the Q-s curve exhibited a steep drop, the pile compression was around 1.2 times the pile diameter, and the bearing capacity of a single pile did not meet the design requirements. The side and end resistances of the three test piles all reached their ultimate values, but the ultimate side resistance was lower than the lower limit of the recommended value in the current technical code for building pile foundations. The end resistance under maximum loading accounted for 38.4–53.8% of the peak load, which was relatively high. By comparing it with other studies, there was no significant correlation between the coefficient of rock ultimate side resistance of the rock-socketed segment and the pile diameter of the rock-socketed segment. However, the coefficient of ultimate resistance increased gradually with the pile diameter. However, the latter correlation was not significant when the pile diameter was less than 1000 mm.
APA, Harvard, Vancouver, ISO, and other styles
9

Xu, Feng, Guoliang Dai, Weiming Gong, Xueliang Zhao, and Fan Zhang. "Lateral Loading of a Rock–Socketed Pile Using the Strain Wedge Model Based on Hoek–Brown Criterion." Applied Sciences 12, no. 7 (March 30, 2022): 3495. http://dx.doi.org/10.3390/app12073495.

Full text
Abstract:
Rock–socketed pile under lateral loading is important in engineering practice. It is very significant to calculate the lateral bearing capacity of rock–socketed piles since few studies focus on this problem. The rock cohesion and instantaneous angle of friction, which have a high correlation with confining pressure, are obtained. Moreover, the strain wedge model is modified from three aspects: the assumption of nonlinear displacement; the stress level related to cohesion and friction angle; and the pile side resistance. Then, the modified strain wedge model is employed to deduce p–y criterion for rock–socketed pile considering Hoek–Brown failure criterion. The fourth-order partial differential equation constructed according to the p–y curve is solved by using the finite difference method. A numerical method with 2 m diameter rock-socketed pile is given to validate the rationality of the proposed method. It is shown that the proposed could predict the pile deformation well, and the responses are considered acceptable.
APA, Harvard, Vancouver, ISO, and other styles
10

Wu, Zhaoqi, Xingcheng Zhang, Qiming Song, Wei Liu, and Zhibing Chen. "Numerical analysis of horizontal bearing capacity of large-diameter implanted rock-socketed piles for offshore wind turbines." Journal of Physics: Conference Series 2280, no. 1 (June 1, 2022): 012012. http://dx.doi.org/10.1088/1742-6596/2280/1/012012.

Full text
Abstract:
Abstract There is no standard for rock-socketed pile foundation of offshore wind farm at China and abroad. According to the practical geological and environmental conditions of offshore wind power plant, response of rock-socketed pile under horizontal load was analyzed by using a finite element software, ABAQUS. Then, the parameters of rock-socketed pile, i.e. depth, pile diameter, ratio of pile diameter to thickness, and grouting thickness were investigated by orthogonal analysis and parametric analysis. It is found that the thickness of grouting has little influence on the displacement of pile head. The diameter and the ration of diameter to thickness of pile, rock-socketed depth have significant influence. The displacement of pile tip tends to stable and the bending moment at bottom of pile become zero when the rock-socketed depth reaches 3dp. The maximum Tresca stress of grouting body and 1st principal stress of rock mass decrease with an increase of rock-socketed depth.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Rock-socketed pile"

1

Haberfield, Chris Michael. "The performance of the pressuremeter and socketed piles in weak rock." Online version, 1987. http://bibpurl.oclc.org/web/24179.

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

Collingwood, Benjamin. "The effects of construction practices on the performance of rock socketed bored piles." Online version, 2000. http://bibpurl.oclc.org/web/25062.

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

Tsai, Shr Kai, and 蔡詩愷. "Load Transfer Behavior of Single Rock-Socketed Pile in Layered Soil." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/96410826214508344171.

Full text
Abstract:
碩士
國立臺灣科技大學
營建工程系
90
The purpose of this study is to understand the load transfer behavior of single rock-socketed pile in layered soil. This study is based on the analytical procedure developed by Tsai (2000) for Single Pile embedded in Layered Soil. This procedure is reviewed step by step for its suitability when the pile is socketed in rock. Some revisions are made to the original procedure. Analytical results using the modified method of this study show good agreement with the outcome of the finite difference computer program FLAC and the in-situ pile load test results. As a result, the modified method proposed by this study is deemed reasonable to analyze the load transfer behavior of vertical loaded single pile. Subsequently, the analytical results of this study conclude that the t-z curves cannot be treated as basic material properties of soils. Analytical results show that the significant difference of the stiffness of the t-z curves exists, depending on the conditions of soil layering and rock stratum. Finally, this study also suggests some figures and regression equations account for this effect.
APA, Harvard, Vancouver, ISO, and other styles
4

Ling-Sheng, Wang, and 王鈴聲. "Investigation of the Bearing Bechavior of the Bored Pile Socketed in Rock or Gravel Stratum." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/89358986436986449051.

Full text
Abstract:
碩士
國立臺灣科技大學
營建工程技術學系
82
The bored pile is the major bridge foundation type from statistical data of built bridges. In general, the bored piles are extended a few meters into either rock or gravel layer. The skin friction of the socketed length is often neglected. The frictional behavior of the rock socketed portion of the pile can be divided into rough- socket, smooth-socket and highly- fractured-rock according to the rock mass integrity and the roughness of the interface. An abrupt lost of capacity is noted after the peak is reached for the smooth-socket case. The complete development of the capacity needs large displacement for the highly-fractured-rock condition. For the gravel bearing layer, three types of frictional behavior are proposed, including the sandy-gravel, clayey-gravel and highly-gravel- content according to grave bored pile socketed in rock or gravel stratum is investigated further with the proposed mothod. If the length of the rock socketed portion equals to about three times of the pile diameter, both of the frictional and end bearing capacity are similar, but the frictional capacity is less than the end bearing capacity when the pile is socketed in gravel layer. In addition, the displacement needed to mobilize complete frictional capacity is smaller than that of the end bearing capacity. It is conservative if the frictional capacity of the socketed length is neglected, especially for piles socketed in rock. Base on the understanding obtained for this study, it can be produced that during the construction the interface roughness is the utmost important thing to be noted if the pile is socketed in rock, followed by the uncleaned slurry at pile tip. However, if the pile is socketed in gravel layer, cleaning of the slurry at pile tip is the most important.
APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Rock-socketed pile"

1

Sumisha, A. P., and Arvee Sujil Johnson. "Study on Cyclic Pile Load Test of Pile Socketed in Rock." In Lecture Notes in Civil Engineering, 339–52. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6090-3_23.

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

Shafi, S. M., J. Takemura, V. Kunasegaram, Y. Ishihama, K. Toda, and Y. Ishihara. "Dynamic behavior of cantilever tubular steel pile retaining wall socketed in soft rock." In Proceedings of the Second International Conference on Press-in Engineering 2021, Kochi, Japan, 272–81. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003215226-30.

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

Dong, Yunxiu, Zhongju Feng, Yumeng Hao, Hongsheng Yao, and Qi Wan. "Bearing Behaviors and Reasonable Rock-Socketed Depth of Bridge Pile Foundation in Karst Areas." In Sustainability Issues for the Deep Foundations, 141–61. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01902-0_13.

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

Mandal, Avik Kumar, S. Sailesh, and Pradyot Biswas. "Design and Construction of Rock Socketed Pile Foundation for Bridges—Case Study on Road Project in Madhya Pradesh, India." In Lecture Notes in Civil Engineering, 429–49. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6346-5_38.

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

Ayithi, Aditya, and William G. Ryan. "Unit Side Shear in Rock-Socketed Bored Piles." In 10th International Conference on Stress Wave Theory and Testing Methods for Deep Foundations, 97–127. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2019. http://dx.doi.org/10.1520/stp161120180007.

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

Neeraj, C. R., K. T. Saikumar, and Sudheesh Thiyyakandi. "Influence of Soil Cover on Lateral Response of Rock-Socketed Piles." In Lecture Notes in Civil Engineering, 249–59. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-6359-9_24.

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

Gurnani, Seema, K. R. Vinjamuri, A. Usmani, and C. Singh. "Design and Construction Approach of Marine Rock-Socketed Piles for an Oil Jetty Project." In Lecture Notes in Civil Engineering, 427–39. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6701-4_28.

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

Li, Zhongwei, Hanxuan Wang, Guoliang Dai, and Fan Huang. "Study on Design Method of Vertical Bearing Capacity of Rock-Socketed Piles Based on Reliability." In Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022), 762–72. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-11898-2_50.

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

Kunasegaram, V., J. Takemura, Y. Ishihama, and Y. Ishihara. "A centrifuge model study on laterally loaded large diameter steel tubular piles socketed in soft rock." In Proceedings of the Second International Conference on Press-in Engineering 2021, Kochi, Japan, 282–92. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003215226-31.

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

Kodithuwakku, Thilina H., Hewage Saman Thilakasiri, and Abeysinghe Rathnayaka. "Case Studies: Use of Low Strain Transient Dynamic Response Method for Rock Socketed End Bearing Bored Piles." In 10th International Conference on Stress Wave Theory and Testing Methods for Deep Foundations, 205–22. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2019. http://dx.doi.org/10.1520/stp161120170194.

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

Conference papers on the topic "Rock-socketed pile"

1

Chen, Shuli, Wang Cai, Wei Guo, Yuxiao Ren, and Daokun Zhuang. "Laboratory Investigation on Shaft Resistance of Rock-socketed Pile." In 2021 4th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA). IEEE, 2021. http://dx.doi.org/10.1109/isttca53489.2021.9654754.

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

Kwon, Ohkyun, Yongkyu Choi, Myunghak Kim, and Seboong Oh. "3-D Numerical Analysis of a Repaired Rock-Socketed Batter Pipe Pile." In Geo-Denver 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40511(288)8.

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

Cheng, Ye, Weiming Gong, Guoliang Dai, and JingKun Wu. "Application of self-balanced loading test to socketed pile in weak rock." In International Conference on Experimental Mechnics 2008 and Seventh Asian Conference on Experimental Mechanics, edited by Xiaoyuan He, Huimin Xie, and YiLan Kang. SPIE, 2008. http://dx.doi.org/10.1117/12.839377.

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

Khosravifar, Arash, and Zia Zafir. "Minimum Required Length for Geotechnical Lateral Stability of Rock-Socketed Pile Shafts." In IFCEE 2018. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481578.015.

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

Jiewen Tu and Aiping Tang. "Grey correlation analysis of bearing capacity of rock-socketed pile in soft soil area." In 2011 International Conference on Multimedia Technology (ICMT). IEEE, 2011. http://dx.doi.org/10.1109/icmt.2011.6002892.

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

Hongsheng Jiang and Quan'an Ma. "Using GA-BP neural networks to analyze vertical bearing capacity of single rock-socketed pile." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5774282.

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

Wang, Dong, and Yin Cheng. "The testing research on horizontal bearing capacity for the cast - in - place pile socketed in rock." In 2nd International Conference on Electronic and Mechanical Engineering and Information Technology. Paris, France: Atlantis Press, 2012. http://dx.doi.org/10.2991/emeit.2012.196.

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

Jiang, Jianping, Sean O'Hagan, Rashedul Kabir, Jacek Doniec, and Qi Zhang. "Dynamic Analysis and Innovative Design of a Kilometer-Long Highway Bridge under Extreme Landslide Generated Wave Loading." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.1590.

Full text
Abstract:
<p>This paper focuses on the dynamic analysis and innovative design of a 1042 m long highway bridge under extreme Landslide Generated Wave (LGW) impact loading. The proposed bridge crosses a deep and wide river valley which will become a part of a large reservoir after a hydroelectric dam is constructed. A rare extreme landslide event could occur and generate fast-moving waves in the reservoir impinging large forces on the bridge. To investigate the wave impact loadings on the bridge, three-dimensional Computational Fluid Dynamics (CFD) modeling of wave propagations were completed by hydrotechnical specialists, which were then used to analyze the structural dynamic response and to obtain force and displacement demands for structural design via a time- stepping analysis of the bridge structure. The innovative design included the use of non-uniform single circular-shaped pier columns supported on a hexagon-shaped pile cap with axisymmetrically configured rock-socketed steel pipe piles to address directional uncertainty associated with LGW. The bridge is currently under construction.</p>
APA, Harvard, Vancouver, ISO, and other styles
9

Seo, Hoyoung, Monica Prezzi, and Rodrigo Salgado. "Elastic Analysis of Rock-Socketed Piles." In IFCEE 2015. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479087.088.

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

Farrag, Rabie, Benjamin Turner, Carter Cox, and Anne Lemnitzer. "Experimental Studies of Rock Socketed Piles with Different Transverse Reinforcement Ratios." In International Foundations Congress and Equipment Expo 2021. Reston, VA: American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483404.001.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Rock-socketed pile' for particular source types:
Journal articles
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