Relevant bibliographies by topics / Suction Seepage

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

Academic literature on the topic 'Suction Seepage'

Author: Grafiati
Published: 2 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Suction Seepage"

1

Panchali, Chakraborty. "Study of Flow Field Around Abutment Under Suction Seepage." International Journal of Emerging Science and Engineering (IJESE) 13, no. 6 (2025): 32–39. https://doi.org/10.35940/ijese.E4623.13060525/.

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<strong>Abstract:</strong> The present study investigates the effects of side, vertical, and a combination of both side and vertical suction seepage on the flow patterns in a laboratory flume. To examine streamwise, transverse, and vertical components, an Acoustic Doppler Velocimeter (ADV) is used to analyze the complete velocity readings. The results demonstrate that near-bed velocity is relatively higher under suction seepage conditions than in other conditions. The impact of side suction seepage is primarily in the lower area next to the side wall. The vertical and transverse components of
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Panchali, Chakraborty. "Study of Flow Field Around Abutment Under Suction Seepage." International Journal of Emerging Science and Engineering (IJESE) 13, no. 6 (2025): 32–39. https://doi.org/10.35940/ijese.E4623.13060525.

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<strong>Abstract: </strong>The present study investigates the effects of side, vertical, and a combination of both side and vertical suction seepage on the flow patterns in a laboratory flume. To examine streamwise, transverse, and vertical components, an Acoustic Doppler Velocimeter (ADV) is used to analyze the complete velocity readings. The results demonstrate that near-bed velocity is relatively higher under suction seepage conditions than in other conditions. The impact of side suction seepage is primarily in the lower area next to the side wall. The vertical and transverse components of
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3

Wang, He, Rui Wang, and Jian-Min Zhang. "Solid-Fluid Coupled Numerical Analysis of Suction Caisson Installation in Sand." Journal of Marine Science and Engineering 9, no. 7 (2021): 704. http://dx.doi.org/10.3390/jmse9070704.

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Suction caissons are widely used foundations in offshore engineering. The change in excess pore pressure and seepage field caused by penetration and suction significantly affects the soil resistance around the caisson wall and tip, and also affects the deformation of the soil within and adjacent to the caisson. This study uses Arbitrary Lagrangian–Eulerian (ALE) large deformation solid-fluid coupled FEM to investigate the changes in suction pressure and the seepage field during the process of the suction caisson installation in sand. A nonlinear Drucker-Prager model is used to model soil, whil
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Chakraborty, Panchali, and Prof Abdul K. Barbhuiya. "Study of Flow Field Around Abutment Under Suction Seepage." International Journal of Emerging Science and Engineering 13, no. 6 (2025): 32–39. https://doi.org/10.35940/ijese.e4623.13060525.

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The present study investigates the effects of side, vertical, and a combination of both side and vertical suction seepage on the flow patterns in a laboratory flume. To examine streamwise, transverse, and vertical components, an Acoustic Doppler Velocimeter (ADV) is used to analyze the complete velocity readings. The results demonstrate that near-bed velocity is relatively higher under suction seepage conditions than in other conditions. The impact of side suction seepage is primarily in the lower area next to the side wall. The vertical and transverse components of the flow mostly stay negati
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Qi, Jian Feng, Xue Lin Song, and An Long Li. "The Soil Plug Failure Analysis during the Suction Penetration of Bucket Foundation." Advanced Materials Research 243-249 (May 2011): 3092–97. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.3092.

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A physical model test is conducted to study the hydraulic gradient and soil plug development during the suction penetration of bucket foundation in the silts. Furthermore, a FEM simulation is carried out by changing the geotechnical parameters and constitutive model to deeply study the suction penetration mechanism. Through the comprehensive analysis, the results indicate that the seepages inside and outside the bucket foundation are the direct reasons for the formation of soil plugs, and that there are the high hydraulic gradient and the safety mechanism preventing soil flow failure for the s
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Koteras, Aleksandra Katarzyna, and Lars Bo Ibsen. "Medium-scale laboratory model of mono-bucket foundation for installation tests in sand." Canadian Geotechnical Journal 56, no. 8 (2019): 1142–53. http://dx.doi.org/10.1139/cgj-2018-0134.

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Design implications of suction installation of bucket foundations are still not well understood. During suction installation, applied suction under the bucket lid results in seepage flow through the surrounding sand. Seepage flow plays a pivotal role in reducing the penetration resistance, allowing for full penetration despite the initial large soil resistance. However, loosening of the inside soil plug might be problematic when the soil approaches its failure stage, due to soil piping or extensive soil heave inside the bucket foundation. To better understand the interaction between the soil a
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Xie, Yi, De Zhou, Hong Liao, and Jianqun Zhu. "Failure Mode of Tunnel Face Under Transient Unsaturated Seepage with Temperature Influence." Mathematics 13, no. 8 (2025): 1311. https://doi.org/10.3390/math13081311.

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The seepage caused by heavy rainfall and storm runoff is not a static phenomenon. On the contrary, it is a dynamic process known as unsaturated transient seepage. Under the condition, the spatiotemporal variations in suction stress cannot be overlooked. With the development of tunnel mechanics, there has been an emergence of tunnels affected by high ground temperatures or temperature influences, highlighting the necessity of incorporating temperature effects into the analysis. This article proposes a new framework for the spatiotemporal response of tunnel face safety to temperature-affected an
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Park, Min Cheol. "Behavior analysis by model slope experiment of artificial rainfall." Natural Hazards and Earth System Sciences 16, no. 3 (2016): 789–800. http://dx.doi.org/10.5194/nhess-16-789-2016.

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Abstract. In this study, we performed a model slope experiment with rainfall seepage, and the results were compared and verified with the unsaturated slope stability analysis method. In the model slope experiment, we measured the changes in water content and matric suction due to rainfall seepage, and determined the time at which the slope failure occurred and the shape of the failure. In addition, we compared and verified the changes in the factor of safety and the shape of the failure surface, which was calculated from the unsaturated slope stability analysis with the model experiment. From
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Park, M. C. "Behavior analysis by model slope experiment of artificial rainfall." Natural Hazards and Earth System Sciences Discussions 3, no. 6 (2015): 4159–87. http://dx.doi.org/10.5194/nhessd-3-4159-2015.

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Abstract. In this study, we performed a model slope experiment with rainfall seepage, and the results were compared and verified with the unsaturated slope stability analysis method. In the model slope experiment, we measured the changes in water content and matric suction due to rainfall seepage, and determined the time at which the slope failure occurred and the shape of the failure. In addition, we compared and verified the changes in the factor of safety and the shape of the failure surface, which was calculated from the unsaturated slope stability analysis with the model experiment. From
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He, Zhong Ming, Xin Tong Zhao, Ling Zeng, and Yan Qi Qin. "The Stability Studies of Soil Slope under the Action of Short-Time Heavy Rainfall." Applied Mechanics and Materials 170-173 (May 2012): 1192–95. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.1192.

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Based on the saturated-unsaturated seepage theory and the unsaturated shear strength, the numerical simulations of soil slope seepage field in short-time heavy rainfall was carried out, and on this basis calculated the slope safety coefficient at different rainfall time. The research shows that: the rainfall infiltration will cause the slope soil matrix suction decreased or even disappeared which leads to the slope shear strength reduce; Rainwater infiltration increases the transient water load of infiltration area; and under the dual role of matrix suction reduction and transient water load i
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Dissertations / Theses on the topic "Suction Seepage"

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Tran, Manh Ngoc. "Installation of Suction Caissons in Dense Sand and the Influence of Silt and Cemented Layers." University of Sydney, 2006. http://hdl.handle.net/2123/4064.

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Doctor of Philosophy<br>Suction caissons have been used in the offshore industry in the last two decades as both temporary mooring anchorages and permanent foundation systems. Although there have been more than 500 suction caissons installed in various locations around the world,understanding of this concept is still limited. This thesis investigates the installation aspect of suction caissons, focusing on the installation in dense sand and layered soils, where sand is inter-bedded by silt and weakly cemented layers. The research was mainly experimental, at both normal gravity and elevated acc
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Tran, Manh Ngoc. "Installation of Suction Caissons in Dense Sand and the Influence of Silt and Cemented Layers." Thesis, The University of Sydney, 2005. http://hdl.handle.net/2123/4064.

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Suction caissons have been used in the offshore industry in the last two decades as both temporary mooring anchorages and permanent foundation systems. Although there have been more than 500 suction caissons installed in various locations around the world,understanding of this concept is still limited. This thesis investigates the installation aspect of suction caissons, focusing on the installation in dense sand and layered soils, where sand is inter-bedded by silt and weakly cemented layers. The research was mainly experimental, at both normal gravity and elevated acceleration levels in a ge
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Kao, Chia-Bin, and 高嘉彬. "Matric Suction and Displacement Monitoring and Seepage Analysis of Unsaturated Soil Slope." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/947453.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>95<br>Usually the groundwater level in the slope is deep under ground surface. The soil above the groundwater level is unsaturated and the characteristic of mechanics will be affected by the interaction behavior of soil particles, pore water and pore air. The situation can not be explained by the traditional saturated soil mechanics. The unsaturated soils Mohr-Coulomb failure criterion was presented by Fredlund et al.(1978).In this thesis, one of the important parameters is the matric suction that is defined as . After rainfall, shallow slip failure might happen on
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Book chapters on the topic "Suction Seepage"

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Shen, Kanmin, Zhen Guo, Lizhong Wang, Shengjie Rui, and Ben He. "Investigation on Seepage Erosion and Safety Mechanism of Suction Caisson Installation." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2306-5_26.

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Zhao, Jipeng, and Dayong Li. "Penetration Characteristics of Modified Suction Caisson under Seepage Effect in Sand." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-1627-5_2.

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Masetti, M., and G. Fretti. "Influence of seepage and soil suction in riverbank stability." In FLAC and Numerical Modeling in Geomechanics. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078531-16.

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Zeballos M.E., Terzariol R.E., and Aiassa G.M. "Unsaturated infiltration model to loess soils." In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2005. https://doi.org/10.3233/978-1-61499-656-9-2461.

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In many geoenvironmental problems the interpretation of infiltration process involves flow analysis through unsaturated porous media. Under conditions of unsaturated behavior soil permeability is a variable related to suction or volumetric water content. This work shows infiltration tests results conducted in laboratory. Tests were conducted on natural and compacted samples of silty clay soils that belong to loess formation in the center of Argentina. A finite-difference computer program was employed to simulate unsaturated transient flow. Advance of wetting front and seepage through natural a
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Khokhlov, Vladimir Aleksandrovich, Aleksandr Vasilevich Khokhlov, Janna Olegovna Titova, and Tatiana Aleksandrovna Shestopalova. "Alternative Energy Source of Auxiliary Systems of the Pumping and Hydroelectric Power Stations Using Jet Pumps." In Cases on Green Energy and Sustainable Development. IGI Global, 2020. http://dx.doi.org/10.4018/978-1-5225-8559-6.ch013.

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This chapter describes technology that ensures reliable pumping of drainage and sewage water during electromechanical and hydro-mechanical transients from blocks of the hydroelectric power stations and pumping stations. As an alternative source of energy, it is proposed to use the energy of the liquid column of the pressure penstock of the stations, and as an auxiliary, to use jet pumps. Transmission of energy to the suction stream is carried out without direct usage of electrical and mechanical energy. During total shutdown of electric power, reliable evacuation of drainage and seepage water
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Conference papers on the topic "Suction Seepage"

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Stapelfeldt, Marc, Britta Bienen, and Jürgen Grabe. "Advanced Approaches for Coupled Deformation-Seepage-Analyses of Suction Caisson Installation." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61378.

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In this paper the installation procedure of suction caissons is investigated by means of coupled seepage large deformation analysis performed with finite element methods. The modelling techniques employed to enable simulations of the penetration of a caisson into the soil under offshore conditions, i. e. several tens of meters below the water level. The numerical model includes a u-p-formulation, which is used to calculate the excess pore pressures and effective stresses from the total stresses. The Coupled-Eulerian-Lagrangian (CEL) approach available in conjunction with the Abaqus/Explicit so
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Tran, Manh N., Mark F. Randolph, and David W. Airey. "Experimental Study of Suction Installation of Caissons in Dense Sand." In ASME 2004 23rd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2004. http://dx.doi.org/10.1115/omae2004-51076.

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Physical models have been developed to investigate suction installation of caisson foundations in fine-grained dense silica sand. The main controlling factor, pumping rate, was found to have significant influence on the differential pressure result across the caisson base. Rapid pumping is unlikely to bring any adverse effect to the installation process, even applied at very shallow initial wall penetration depth. Quick installation, with the exception of caissons with wall-to-diameter (t/D) ratio larger than 1%, appeared to be beneficial in reducing the excessive sand heave. Observations show
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Faizi, Koohyar, Aryan Hojjati, Asaad Faramarzi, and Samir Dirar. "Evaluation of Seepage Flow during Installation of Suction Caisson Foundation in Homogeneous Sand and Sand Overlaying Inclined Clay." In Geo-Congress 2022. American Society of Civil Engineers, 2022. http://dx.doi.org/10.1061/9780784484029.031.

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Puyang, Zhang, Zhai Hanbo, Ding Hongyan, and Le Conghuan. "Experimental Study of Muddy Soil Inside Suction Bucket Foundation by Vacuum Electro-Osmosis." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77371.

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The composite bucket foundation of offshore wind power is a new type of foundation, which has been applied in practical engineering because of its advantages of large-scale prefabrication on land, integrated installation at sea and zero residual recovery. In order to overcome the shaft friction and tip resistance of the suction bucket, great passive suction is often applied during the penetration of the suction bucket. However, the large hydraulic gradient usually leads to seepage failure of the soil on beneath the top plate of the bucket foundation. As a result, the bearing capacity of the to
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Zhang, Youheng, Pingchuan Dong, Shun Chen, Yiwei Chen, Peizhai Cheng, and Bingtao Yang. "Numerical Simulation on Interaction Between the Supercritical CO2 and Water-Rock in Tarim Basin." In Offshore Technology Conference Asia. OTC, 2024. http://dx.doi.org/10.4043/34864-ms.

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Abstract Climate change is related to human survival and long-term development. In the context of global carbon neutrality, carbon dioxide capture, utilization, and storage play a key role in carbon emission reduction. Supercritical CO2 appears weakly acidic when dissolved in water. After contact with the reservoir, the carbonate rock in formation will react with the CO2 aqueous solution, which will lead to the process of original mineral dissolution and secondary mineral precipitation, and affect the seepage process. The numerical simulation method is used to study the CO2-water-rock reaction
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