Relevant bibliographies by topics / Riverbank stability

Academic literature on the topic 'Riverbank stability'

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

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Journal articles on the topic "Riverbank stability"

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Nam, Soonkie, Marte Gutierrez, Panayiotis Diplas, and John Petrie. "Effects of Hydropower Dam Operation on Riverbank Stability." Infrastructures 6, no. 9 (September 3, 2021): 127. http://dx.doi.org/10.3390/infrastructures6090127.

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The increasing number of extreme climate events has impacted the operation of reservoirs, resulting in drastic changes in flow releases from reservoirs. Consequently, downstream riverbanks have experienced more rapid and frequent changes of the river water surface elevation (WSE). These changes in the WSE affect pore water pressures in riverbanks, directly influencing slope stability. This study presents an analysis of seepage and slope stability for riverbanks under the influence of steady-state, drawdown, and peaking operations of the Roanoke Rapids Hydropower dam on the lower Roanoke River, North Carolina, USA. Although the riverbanks were found to be stable under all the discharge conditions considered, which indicates that normal operations of the reservoir have no adverse effects on riverbank stability, the factor of safety decreases as the WSE decreases. When the role of fluvial erosion is considered, riverbank stability is found to reduce. Drawdown and fluctuation also decrease the safety factor, though the rate of the decrease depends more on the hydraulic conductivity of the soils rather than the discharge pattern.
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Zhou, Jianfen, Zhiyong Dong, Hongmei Wu, Can Liu, Yu Zhou, and Jianjiang Feng. "Influence of Induced Variability of Unsaturated Soil Parameters on Seepage Stability of Ancient Riverbank." Applied Sciences 13, no. 3 (January 22, 2023): 1481. http://dx.doi.org/10.3390/app13031481.

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In the restoration of ancient water engineering, the loss of fine soil particles from the ancient riverbank can easily cause seepage instability problems such as piping during the flood transient process. This paper explores the influence mechanism of flood fluctuation on soil seepage stability based on indoor experiments, field monitoring and saturated-unsaturated soil seepage theory. The paper obtains the soil-water characteristic curve of unsaturated soil using laboratory tests, builds the transient seepage finite element model of porous media and modifies parameters monitoring data to verify the numerical analysis results. The results showed that the groundwater level, pore water pressure and seepage hydraulic gradient had changed. The maximum pore water pressure between the ancient riverbank and antiseepage structure increased by 13.4%, the maximum hydraulic gradient at the toe of the riverbank increased by 49.3% and the instability of seepage significantly increased. Through the modified lime grouting between the ancient riverbank and the antiseepage structure, the structure of the soil mass was changed, and the maximum hydraulic gradient was reduced by 55.6%, which restrains piping damage. This study can be used in the restoration of ancient riverbanks to solve piping problems.
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Duong Thi, Toan, and Duc Do Minh. "Riverbank Stability Assessment under River Water Level Changes and Hydraulic Erosion." Water 11, no. 12 (December 10, 2019): 2598. http://dx.doi.org/10.3390/w11122598.

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The dominant mechanism of riverbank cantilever failure is soil erosion of the bank toe and near bank zone. This paper demonstrates that the shape of the riverbank cantilever failure depends on the properties of the soil and the fluctuation of the river water level (RWL). With a stable RWL, a riverbank with higher resistance force leads to failure with larger and deeper overhang erosion width. When RWL rises, a less cohesive soil bank will be eroded over a larger width and riverbank failure will occur earlier. With a low rate of rising RWL, riverbank failure may happen in a type of mass failure. With a high rate of rising RWL, a riverbank will fail in a type of overhang riverbank failure, with the soil erosion rate being the main affected factor.
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Osman, Akode M., and Colin R. Thorne. "Riverbank Stability Analysis. I: Theory." Journal of Hydraulic Engineering 114, no. 2 (February 1988): 134–50. http://dx.doi.org/10.1061/(asce)0733-9429(1988)114:2(134).

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Thorne, Colin R., and Akode M. Osman. "Riverbank Stability Analysis. II: Applications." Journal of Hydraulic Engineering 114, no. 2 (February 1988): 151–72. http://dx.doi.org/10.1061/(asce)0733-9429(1988)114:2(151).

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Taha, Nazaruddin Abdul, Mohamad Shakri Mohmad Shariff, and Mohd Azizul Ladin. "Case Study on Analyses of Slope Riverbank Failure." Modelling and Simulation in Engineering 2022 (October 26, 2022): 1–9. http://dx.doi.org/10.1155/2022/1965224.

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A slope riverbank failure is a natural event that occurs globally on each riverbank, and a drawdown event usually causes slope riverbank failure. This case study is aimed at analysing slope riverbank failures by evaluating the seepage and slope stability of the riverbank under slow and rapid drawdown. The riverbank in this case study is located at KM 3.49, Jalan Pantai Luagan in the Sipitang district (N 4° 59 ′ 12.9 ″ E 115° 31 ′ 13.3 ″ ). A literature review was conducted to view the current study pattern and retrieve a methodology based on the current study pattern. GeoStudio is a commercial finite element software. The data obtained from the borehole log report and online resources were utilised to create the riverbank model in software. The phreatic line shows a slow change over time, indicating that the riverbank takes a long time to stabilise after the drawdown. The FOS value decreases during the drawdown occurrence and slowly increases after the drawdown has ended. In conclusion, the drawdown event can cause slope riverbank failure, and the seepage and stability analysis using GeoStudio can show the condition of the riverbank during the drawdown event.
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Li, Chao, Zhen Yang, Hung Tao Shen, and Xianyou Mou. "Freeze-Thaw Effect on Riverbank Stability." Water 14, no. 16 (August 12, 2022): 2479. http://dx.doi.org/10.3390/w14162479.

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The stability of riverbanks in cold regions is affected by the freeze-thaw action. The freeze-thaw process causes changes in the moisture content, friction angle, and cohesiveness of the bank material. Together with the freeze-thaw effect, seepage pressure influenced by the changing water levels, and the bank slope are the key factors affecting bank stability. A limit equilibrium bank stability model considering the infiltration water pressure effect is developed and applied to the Shisifenzi section of Inner Mongolia reach of the Yellow River. Laboratory tests of field samples with moisture contents of 15%, 18%, 21%, and saturated showed that the freeze-thaw action reduced the degree of saturation by 34.37 %, 30.71%, 32.48%, and 46.23%, respectively, accompanied by reductions in the internal friction angles by 1.78%, 2.74%, 6.33%, and 5.32%. These changes resulted in a 24.35% to 29.13% reduction in the safety factor of bank stability. Together with seasonal variations in the water levels the field data showed that the bank stability safety factor in the study site increases gradually through the melting period, dry period, wet period, flooding period, and low flow period. The slope stability safety factor increases with the stage of the river but decreases with the groundwater level.
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Darby, Stephen E., and Colin R. Thorne. "Development and Testing of Riverbank-Stability Analysis." Journal of Hydraulic Engineering 122, no. 8 (August 1996): 443–54. http://dx.doi.org/10.1061/(asce)0733-9429(1996)122:8(443).

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Zhang, Panpan, Yuanyi Su, and Yufei Xiong. "Estimation of Bank Stability in Yangling Section of Weihe River Basin." Scientific Journal of Technology 4, no. 7 (July 20, 2022): 84–87. http://dx.doi.org/10.54691/sjt.v4i7.1280.

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The stability of the river bank directly affects the integrity of the physical structure of the river, which in turn affects the ecological security of the river, and it also affects the safety of the people on both sides of the river. Construction near the banks of the Yangling section of the Weihe River Basin may cause disturbances to the stability near the riverbanks, and the stability of the riverbanks is also an important indicator of river water ecological security. Therefore, in view of the riverbank stability in the Yangling section of the Weihe River Basin, the bank stability of the Yangling Section of the Weihe River Basin is evaluated, and then effective suggestions are put forward for the later construction. The results show that: (1) The riparian stability of the river reaches is considered unhealthy.(2) For construction in the river course, the river channel should be stabilized by smooth excavation along the bank slope, cutting and straightening, etc., to improve the effect of water flow conditions and reduce the scouring of the river bank. (3) Standardize the behavior of sand mining and soil borrowing in the river channel, and minimize the disturbance to the river bank.
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Liu, Zhen, Pengzhen Liu, Cuiying Zhou, Yasheng Li, and Lihai Zhang. "Modeling Riverbank Slope Reinforcement Using Anti-Slide Piles with Geocells." Journal of Marine Science and Engineering 9, no. 4 (April 7, 2021): 394. http://dx.doi.org/10.3390/jmse9040394.

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Geocells are increasingly used in engineering applications, but the design of riverbank slope reinforcements that use only geocells limits reinforcement performance. Moreover, the design and use of anti-slide piles with geocells are mainly based on experiences that are unsupported by theoretical models. In this paper, by combining the confinement effect and vertical action mechanism of geocells, the horizontal friction mechanism of the geocell layer and the vertical support mechanism of piles, a theoretical model of riverbank slope reinforced by anti-slide piles with geocells was constructed. In addition, to describe the mechanical behavior of a riverbank slope reinforced by anti-slide piles with geocells, the slip-resisting mechanism of the anti-slide pile with interaction between geocells and their internal filler is considered in the model. Furthermore, to investigate the influence of changes in water level on riverbank slope stability, the developed model takes into account settlement, lateral displacement, pile bending moment and pile axial force. The model predications were validated by the field measurement data. The results from a series of parametric studies show that the use of anti-slide pile and geocells can effectively reduce the settlement and the lateral displacement of a riverbank slope. The developed model could contribute to an optimal design of anti-slide pile with geocells for enhancing the stability of a riverbank slope.
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Dissertations / Theses on the topic "Riverbank stability"

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Dumbrell, Melissa J. "Riverbank characteristics and stability along the upper estuarine reaches of the Moose River, northern Ontario." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/MQ56668.pdf.

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Tutkaluk, Jeffrey M. "The effect of seasonal variations in the Red River and upper carbonate aquifer on riverbank stability in Winnipeg." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0015/MQ53130.pdf.

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Docker, Benjamin Brougham. "Biotechnical engineering on alluvial riverbanks of southeastern Australia: A quantified model of the earth-reinforcing properties of some native riparian trees." University of Sydney, 2004. http://hdl.handle.net/2123/1688.

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Doctor of Philosophy(PhD)
It is generally accepted that tree roots can reinforce soil and improve the stability of vegetated slopes. Tree root reinforcement is also recognised in riverbanks although the contribution that the roots make to bank stability has rarely been assessed due to the reluctance of geomorphologists to examine riverbank stability by geomechanical methods that allow for the inclusion of quantified biotechnical parameters. This study investigates the interaction between alluvial soil and the roots of four southeastern Australian riparian trees. It quantifies the amount and distribution of root reinforcement present beneath typically vegetated riverbanks of the upper Nepean River, New South Wales, and examines the effect of the reinforcement on the stability of these banks. The ability of a tree to reinforce the soil is limited by the spatial distribution of its root system and the strength that the roots impart to the soil during shear. These two parameters were determined for the following four species of native riparian tree: Casuarina glauca, Eucalyptus amplifolia, Eucalyptus elata, and Acacia floribunda. The four species all exhibit a progressive reduction in the quantity of root material both with increasing depth and with increasing lateral distance from the tree stem. In the vertical direction there are two distinct zones that can be described. The first occurs from between 0 and approximately 15 % of the maximum vertical depth and consists of approximately 80 % of the total root material quantity. In this zone the root system consists of both vertical and lateral roots, the size and density of which varies between species. The second zone occurs below approximately 15 % of the maximum vertical depth and consists primarily of vertical roots. The quantity of root material in this zone decreases exponentially with depth due to the taper of individual roots. The earth reinforcement potential in terms of both geometric extent and the quantity of root material expressed as the Root Area Ratio (RAR) varies significantly from species to species. E. elata exhibited the highest values of RAR in soil zones beneath it while E. amplifolia reinforced a greater volume of soil than any of the other species examined. The increased shear resistance (Sr) of alluvial soil containing roots was measured by direct in-situ shear tests on soil blocks beneath a plantation. For three of the species (C. glauca, E. amplifolia, E. elata) Sr increased with increasing RAR measured at the shear plane, in a similar linear relationship. The shear resistance provided by A. floribunda roots also increased with increasing RAR at the shear plane but at a much greater rate than for the other three species. This is attributable to A. floribunda’s greater root tensile strength and therefore pull-out resistance, as well as its smaller root diameters at comparative RARs which resulted in a greater proportion of roots reaching full tensile strength within the confines of the test. Tree roots fail progressively in this system. Therefore determining the increased shear strength from the sum of the pull-out or tensile strengths of all individual roots and Waldron’s (1977) and Wu et al’s (1979) simple root model, would result in substantial over estimates of the overall strength of the soil-root system. The average difference between Sr calculated in this manner and that measured from direct in-situ shear tests is 10.9 kPa for C. glauca, 19.0 kPa for E. amplifolia, 19.3 kPa for E. elata, and 8.8 kPa for A. floribunda. A riverbank stability analysis incorporating the root reinforcement effect was conducted using a predictive model of the spatial distribution of root reinforcement beneath riparian trees within the study area. The model is based on measurements of juveniles and observations of the rooting habits of mature trees. It indicates that while the presence of vegetation on riverbank profiles has the potential to increase stability by up to 105 %, the relative increase depends heavily on the actual vegetation type, density, and location on the bank profile. Of the species examined in this study the greatest potential for improved riverbank stability is provided by E. amplifolia, followed by E. elata, A. floribunda, and C. glauca. The presence of trees on banks of the Nepean River has the potential to raise the critical factor of safety (FoS) from a value that is very unstable (0.85) to significantly above 1.00 even when the banks are completely saturated and subject to rapid draw-down. It is likely then that the period of intense bank instability observed within this environment between 1947 and 1992 would not have taken place had the riparian vegetation not been cleared prior to the onset of wetter climatic conditions. Typical ‘present-day’ profiles are critically to marginally stable. The introduction of vegetation could improve stability by raising the FoS up to 1.68 however the selection of revegetation species is crucial. With the placement of a large growing Eucalypt at a suitable spacing (around 3-5 m) the choice of smaller understorey trees and shrubs is less important. The effect of riparian vegetation on bank stability has important implications for channel morphological change. This study quantifies the mechanical earth reinforcing effect of some native riparian trees, thus allowing for improved deterministic assessment of historical channel change and an improved basis for future riverine management.
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Liu, Chun-Guo, and 劉醇國. "Effect of Bed Scouring on Riverbank Stability." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/g7xq6t.

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碩士
國立交通大學
土木工程系所
101
In this study, a movable bed flume was set up. To make the conditions close to the natural rivers, the channel bank was paved with the cohesive material composed of the mixture of silica sand and kaolinite; the channel bed was paved with the noncohesive material of the silica sand. Several experimental cases with various inflows and angles of channel bank were conducted to investigate the influence of bed scouring to the time and distance of bank collapsing. Moreover, this study adopted a 2D Depth-Averaged Model (Hsieh, 2003) with adding bank scouring formula for cohesive material(Arulanandan et al., 1980) and safety factor of cantilever failure formula (Chiang, 2011) to simulate experiment cases. The simulation results were analyzed and compared with measured data.
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Jianfar, Arjan. "Evaluation of erosion rates and their impact on riverbank stability." 2014. http://hdl.handle.net/1993/23929.

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A research program was undertaken to quantify the effect of flow induced erosion on the stability of natural river banks along the Red River in Manitoba. The Erosion Measurement Device (EMD) was designed and built in the Geotechnical Laboratory of University of Manitoba to approximate the erosion rate profiles of soil samples from nine sites along the RedRiver. Two simulations of a natural flood event and one of the same flood with the operation of the Floodway were then used to determine the difference in the lower toe erosion and the slopes reduction of the global factor of safety. These results indicate that the operation of the Floodway does not have negative impact on the stability of river banks upstream of the Floodway inlet.
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Hsu, Jia-Wen, and 許家偉. "Experimental Study on the River-Stage Effect for Riverbank Stability." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/54232548015733727074.

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碩士
國立交通大學
土木工程學系
100
This study aims at employing a flume experiment to analyze the influence of river-stage effect on riverbank stability. Mass failure model developed by Chiang et al. (2011) is applied to verify the experimental results. In the beginning, three dimensionless parameters for this flume experiment are derived by dimensional analysis. To ensure the repeatability, a pretest is undergone to examine designed experimental procedure. The mixture of silica sand and kaolinite is selected as experimental bank material, and is measured by sieve analysis and direct shear and permeability test. Essential terms like initial river stage, drawdown speed of river stage, and angle of river bank have been acquired in the designed experiment for analyzing their effects on riverbank stability. Due to the need of cross examination, the above-mentioned model is used to calculate pore water pressure and safety factor of riverbank. Finally, it is confirmed that flume experiment outcomes show good agreement with the result from numerical simulation.
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Huang, Chun-Lin, and 黃群玲. "Development and Application of Riverbank Stability Model Considering Rainfall Infiltration." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/33377304649832212358.

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碩士
國立交通大學
土木工程學系
98
In this study, a model combining Green-Ampt infiltration theory with Boussinesq equation has been developed to simulate groundwater table variation under the condition of interactions between rainfall infiltration and variation of river stage. Depending on the calculated groundwater table, pore-water pressure can be estimated with the assumption of hydrostatic pressure distribution. Subsequently, riverbank stability can be assessed by factor of safety based on limit equilibrium method. The developed model was used to examine the effects of key parameters including various values of soil permeability, rainfall intensity and changing speed of river stage on the riverbank stability. In addition, Cho-Shui Creek during Typhoon Krosa occurred in 2007 was chosen as an application case. According to the simulated results, the riverbank failure is easily to be triggered with high permeability soil under heavy rainfall intensity or with low permeability soil under rapid drawdown.
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Lin, Wu-hwai, and 林武淮. "Techniques of Bioengineering Adopted for the Riverbed Stability and Riverbank Protectoin." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/85s75q.

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碩士
逢甲大學
土木及水利工程所
90
Due to the global environmental discredits and increasing concerns of ecological conservation, civil work must do more improvements in order to meet the environmental landscape requirements. Especially, the environment impact assessment surveys and investigations must be taken care of in any large development projects and adopted by bioengineering conservations and restoration methods whenever possible. River management should be built by using life plant instead of inanimate concreted structure. Creating a construction is a harmonious project among landscape, ecology, and safety. It should minimize the interruption of artificial and input of exterior energy in order to maintain the system in a steady status. Utilizing both plants’ special characteristics and ecosystem self-organized behaviors to riverbed stability and riverbank protection, and using the suitable techniques under certain limited conditions at right time can provide the best efficiency in bioengineering. In the mean time, it also can solve the trouble of dying rivers facing today — using reinforcement concrete materials in rivers’ structures. Because of lacking information for riverbank stability and planting effectiveness, designers usually have no intention to use bioengineering in their designs. The major goal of this research is to promote and encourage all hydraulic engineering designers to use them in Taiwan, which have been proved by many overseas projects and local flood attacked. It would be very valuable by implementing these successful experiences as a guideline for the future works.
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Fernando, Leanne. "The effect of flow induced erosion on riverbank stability along the Red River in Winnipeg." 2007. http://hdl.handle.net/1993/2816.

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A research program was undertaken to quantify the effect of flow induced erosion on the stability of natural river banks along the Red River in Winnipeg, Manitoba. The study correlated the percent decrease in factor of safety to intensity of river flow and duration. Two methods to quantify flow induced erosion were assessed, the first method based on observed erosion and the second on theoretically calculated erosion. The first method involved aligning annual historical river bank cross-sections and measuring the distance between cross-sections to represent the erosion induced from the flow year between successive cross-sections. Due to the fact there are no sites along the Red River regularly surveyed, the analysis did not provide for a correlation between erosion from a specific flow event to percent decrease in factor of safety. The second part involved the use of theoretical equations to quantify erosion given the river elevation of a specific flow year. The study showed a 1% to 8% decrease in factor of safety from low to high intensity flows and as high as 14.5% for high intensity flows of long duration. Additionally, the evolutionary stability of the riverbank was generated showing the percent decrease each year in factor of safety due to erosion and the years during which failure occurs. The results correlated well to the previous analysis showing a 1% to 5% decrease for low to high intensity flows respectively and as high as 10% for high intensities of long duration.
October 2007
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James, Alena. "Development of a riverbank asset management system for the city of Winnipeg." 2009. http://hdl.handle.net/1993/3140.

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The City of Winnipeg, located at the confluence of the Red and Assiniboine Rivers, has over 240 km of natural riverbank property. The increased frequency and magnitude of flooding along the Red and Assiniboine Rivers over the past decade appears to have influenced the number of slope failures along riverbank property, resulting in the loss of both public green space and privately owned land. The loss of private and public property adjacent to the river has led to the loss of valuable real estate and public parkland amenities. To ensure that riverbank property is preserved for future generations, the City of Winnipeg wants to increase the stability of certain reaches of publicly owned riverbank property along the Red and Assiniboine Rivers that are prone to slope movements. Extensive research has been conducted on slope stability problems in the Winnipeg area, but a transparent prioritization procedure for the remediation of riverbank stability problems has not existed. Therefore, a Riverbank Asset Management System (RAMS) was developed for publicly owned riverbank property to prioritize riverbank slope stability problems along the Red and Assiniboine Rivers. The RAMS provides the City of Winnipeg with a rational approach for determining risk levels for specific reaches of the Red and Assiniboine Rivers. The calculated risk levels allow the City to develop recommended response levels for slope stability remediation projects in a fiscally responsible manner with minimal personal and political influences. This system permits the City to facilitate timely and periodic reviews of priority sites as riverbank conditions and input parameters change.
May 2009
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Book chapters on the topic "Riverbank stability"

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Kalita, Snigdha, and P. K. Khaund. "Stability Analysis of Riverbank Erosion." In Advances in Sustainability Science and Technology, 187–94. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-7535-5_20.

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Dey, Sourav, and Sujit Mandal. "Channel stability and instability." In Riverbank Erosion Hazards and Channel Morphodynamics, 157–77. London: Routledge India, 2022. http://dx.doi.org/10.4324/9781003276685-6.

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Toan, Duong Thi. "Assessment Riverbank Stability of the Red Riverbank: Case Study in the Riverbank from Km 20 to km 27, Ba Vi, Hanoi." In Lecture Notes in Civil Engineering, 929–36. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_121.

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Dang, Cong Chi, and Liet Chi Dang. "Numerical Investigation on the Stability of Soil-Cement Columns Reinforced Riverbank." In Information Technology in Geo-Engineering, 879–88. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-32029-4_74.

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Biswas, Debasish, Arijit Dutta, Sanchayan Mukherjee, and Asis Mazumdar. "Stability Analysis of a Riverbank for Different Microstructural Arrangements of the Particles." In Lecture Notes in Civil Engineering, 11–21. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6412-7_2.

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Dang, Cong Chi, Liet Chi Dang, and Hadi Khabbaz. "Predicting the Stability of Riverbank Slope Reinforced with Columns Under Various River Water Conditions." In Lecture Notes in Civil Engineering, 513–23. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-77238-3_39.

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Amiri-Tokaldany, E., A. Samadi, and M. Davoudi. "Experimental study of cantilevered riverbank stability." In River Flow 2014, 1491–98. CRC Press, 2014. http://dx.doi.org/10.1201/b17133-199.

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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, 109–16. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078531-16.

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Conference papers on the topic "Riverbank stability"

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Chapman, John A. "Stability Concepts of Riverbanks: A Case Study of Riverbank Erosion Along the Snake River, Oregon." In Biennial Geotechnical Symposium 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40758(151)8.

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Avendaño, Jorge Alejandro, and Manuel García López. "Analysis of Undermining and Lateral Erosion to Maximize Designs of River Crossing of Pipelines." In ASME 2013 International Pipeline Geotechnical Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/ipg2013-1914.

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Erosion of the riverbank is one of the main issues that affect the oil lines in the world. Several studies, developed by the authors of this paper, in different basins of the country, identified the most common processes of instability and erosion of riverbanks in the affected areas. Concerning the characteristics of the problem, several alternatives have been considered to reduce the erosion rate and give priority to the mitigation of geomorphic processes and the stability of agricultural soils adjacent to the riverbank. The general goal of this article is to present several case studies and analytical tools that will allow estimating and evaluating the processes of lateral migration and undermining of the river-bed in the design of river crossing and outline of oil pipelines, in general. The experience of these authors in regards to erosion issues has allowed identifying the contribution of deposits suspended from the banks and that can be controlled combining stabilizing techniques according to the affected area. Usually, the lower half of the slope that is exposed to high shearing forces has to be protected through the use of strong and durable materials while the rest of the slope can be protected with native vegetation. Finally, the analytical alternatives presented by mathematical modeling are employed to predict hydraulic and mechanical effects from which can be exposed to margins in the construction stage and operation of the oil pipeline.
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Collison, Andrew, and Andrew Simon. "Beyond Root Reinforcement: The Hydrologic Effects of Riparian Vegetation on Riverbank Stability." In Wetlands Engineering and River Restoration Conference 2001. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40581(2001)44.

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Briggs, N. A., R. Freeman, S. LaRochelle, H. Theriault, R. J. Lilieholm, and C. S. Cronan. "Modeling riverbank stability and potential risk to development in the Penobscot River estuary of Maine, USA." In COASTAL ENVIRONMENT 2008. Southampton, UK: WIT Press, 2008. http://dx.doi.org/10.2495/cenv080101.

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Xu, Shao Jun, Bo Zeng, Xiao Lei Su, and Shu Tong Lei. "Stability of Root-Soil-Complexes in Riverbanks with Different Vegetation Covers in Three Gorges Reservoir Region." In 2010 4th International Conference on Bioinformatics and Biomedical Engineering (iCBBE). IEEE, 2010. http://dx.doi.org/10.1109/icbbe.2010.5515940.

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