Relevant bibliographies by topics / Slope stabilization

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

Academic literature on the topic 'Slope stabilization'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 September 2023

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Journal articles on the topic "Slope stabilization"

1

Ramesh, Gomasa. "Slope and Landslide Stabilization: A Review." Indian Journal of Structure Engineering 1, no. 2 (November 10, 2021): 13–16. http://dx.doi.org/10.35940/ijse.a1304.111221.

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Slope stabilization is the one of important fundamental aspect for preventing landslides. For a safer design of the structure, slope stabilization is very important. There are various studies conducted on slope stabilization and landslide mitigation. Geotechnical Engineers and Structural Engineers play an important role in analyzing and designing slope stabilization and landslide mitigation and prevention. This study is also helpful for the design of slopes. The study also helps for quick assessment of slopes. This paper also explained stabilization methods and techniques for slope. This study is also helpful in improving the shear strength of the slope of soil. This paper helps to understand basic knowledge on slope stabilization and landslides for every Engineer easily.
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Ramesh, Gomasa. "Slope and Landslide Stabilization: A Review." Indian Journal of Structure Engineering 1, no. 2 (November 10, 2021): 13–16. http://dx.doi.org/10.54105/ijse.a1304.111221.

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Abstract:
Slope stabilization is the one of important fundamental aspect for preventing landslides. For a safer design of the structure, slope stabilization is very important. There are various studies conducted on slope stabilization and landslide mitigation. Geotechnical Engineers and Structural Engineers play an important role in analyzing and designing slope stabilization and landslide mitigation and prevention. This study is also helpful for the design of slopes. The study also helps for quick assessment of slopes. This paper also explained stabilization methods and techniques for slope. This study is also helpful in improving the shear strength of the slope of soil. This paper helps to understand basic knowledge on slope stabilization and landslides for every Engineer easily.
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3

Li, D., L. Zhang, C. Zhou, and W. Lu. "Risk-based stabilization planning for soil cut slopes." Natural Hazards and Earth System Sciences 9, no. 4 (August 6, 2009): 1365–79. http://dx.doi.org/10.5194/nhess-9-1365-2009.

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Abstract. Risk-based slope stabilization planning integrates the failure probability and the failure consequence systematically and shows promise for use in the practice. This paper attempts to develop a risk-based methodology for stabilization planning for deteriorating soil cut slopes. First, a framework of risk-based stabilization planning for slopes is proposed. Then the time-dependent reliability of deteriorating slopes is analyzed based on observed performance. Thereafter, the slope failure consequence is assessed in terms of expected numbers of fatality. After obtaining the time-dependent risk of slope failure, the time for slope stabilization is determined according to selected risk criteria. Finally, the effect of slope maintenance on the reliability of slopes is evaluated. Based on the analyses, the annual probability of failure of soil cut slopes would increase exponentially in the early stage of service if no maintenance were implemented. As a slope deteriorates, the risk of slope failure increases with time and may reach an intolerable level at a certain time. The risk of slope failure may also reach an intolerable level due to a change of elements at risk. The derived stabilization time depends on the factors that cause the slopes to deteriorate, consequence of slope failure, selected risk criteria, and vulnerability of the affected population.
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Iman, Farshchi. "Engineering Advantages of Vegetation on Slope Stabilization." International Journal of Trend in Scientific Research and Development Special Issue, Special Issue-ICAEIT2017 (November 30, 2018): 75–79. http://dx.doi.org/10.31142/ijtsrd19139.

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Hearn, G. J., T. Hunt, and S. d'Agostino. "C3 Soil slope stabilization." Geological Society, London, Engineering Geology Special Publications 24, no. 1 (2011): 165–88. http://dx.doi.org/10.1144/egsp24.12.

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Hearn, G. J. "C4 Rock slope stabilization." Geological Society, London, Engineering Geology Special Publications 24, no. 1 (2011): 189–208. http://dx.doi.org/10.1144/egsp24.13.

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Solsky, Stanislav V., and Sofya A. Bykovskaya. "Optimizing the landslide-prone slope stabilization." Vestnik MGSU, no. 10 (October 2019): 1258–71. http://dx.doi.org/10.22227/1997-0935.2019.10.1258-1271.

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Introduction. Nowadays, the study of landslide processes is one of the most intensive aspects of construction and maintenance of industrial and civil buildings and installations. The landslides violate the stability of foundations and entire complexes of installations, so the assessment of the stability of the slopes is the most important task before starting the construction. Currently, there is a large number of landslide classifications, which characterize the conditions of their formation, the history of geological development, their age, and structure. Normative documentation gives three ways of slope slump control: preventive, restricting, and liquidation ones. However, this source does not give systematic validity of the engineering solutions. The study sets the following tasks: to develop an algorithm for the optimal choice of rational slope strengthening in landslide construction conditions and to test it with a specific example. Materials and methods. The study analyzed the publications on theoretical and practical experience in dealing with landslides as well as normative documents. Numerical simulation methods were used to calculate the slope stability when testing the algorithm. Results. Using the introduced classification, the study presented an algorithm that makes it possible to choose a rational way of slope strengthening under landslide construction conditions. The concept of the algorithm allows step-by-step approximating parameters of a landslide-prone slope model to the real conditions, on the one hand, and selecting the most reasonable anti-landslide measures, on the other hand. The developed algorithm was tested on the territory of a large industrial complex situated on river overflood plain fringes. By applying the value engineering comparison of several slope stabilization variants, the research has taken the most optimal one of them for realization. Conclusions. The study developed the author’s classification and algorithm for the selection of optimal design solutions to stabilize landslide-prone slopes or slants. Successful approbation of the algorithm confirmed its practical applicability. The algorithm allows choosing the most effective complex for protection against landslides.
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Mangnejo, D. A., S. J. Oad, S. A. Kalhoro, S. Ahmed, F. H. Laghari, and Z. A. Siyal. "Numerical Analysis of Soil Slope Stabilization by Soil Nailing Technique." Engineering, Technology & Applied Science Research 9, no. 4 (August 10, 2019): 4469–73. http://dx.doi.org/10.48084/etasr.2859.

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Slope instability may be a result of change in stress conditions, rise in groundwater table and rainfall. Similarly, many slopes that have been stable for several years can abruptly fail due to changes in geometry, weak soil shear strength or as the effect of an external force. Debris flows (i.e. slope failures) take place without any warning and can have devastating results. So, it is vital to understand the slope failure mechanism and adopt safety prevention measures. Soil nailing is one of the widely used stabilization techniques for soil slopes. In this study, soil nail technique is proposed to upgrade the existing slope in clay. A parametric study was conducted to understand the effects of different nail diameter (i.e. 25mm and 40mm) and nail inclination (i.e. 200, 250, 300, 350 and 400) on slope stability. Morgenstern-Price (i.e. limit equilibrium) method was used to determine the factor of safety of the slope. It was found that the factor of safety of the existing slope improved significantly with three rows of 40mm diameter nail at an inclination of 400.
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MANIVANNAN, S., O. P. S. KHOLA, K. KANNAN, P. K. CHOUDHURY, and V. KASTHURI THILAGAM. "Efficacy of open weave jute geotextiles in controlling soil erosion and its impact on hill slope stabilization." Indian Journal of Agricultural Sciences 88, no. 5 (May 25, 2018): 679–84. http://dx.doi.org/10.56093/ijas.v88i5.80028.

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Slope stabilization is a tedious process since various human activities being carried out in various parts of theworld have led to land use changes that has indirectly affected slope stability. Permanent structures are being usedfor slope stabilization which are costly and cannot be adopted in a large scale. Slope stabilization by establishinggrasses with the support of Jute Geotextiles is an alternative method for stabilization of slopes in hilly areas. Set offield studies were conducted at ICAR- Indian Institute of Soil and Water Conservation (IISWC), Regional Centre,Udhagamandalam, Tamil Nadu, India with the objective to study the effect of various Jute Geotextiles (JGT) on runoff, soil loss, survival and growth of tea. Results of three years field study on efficacy of various types of open weave JGT namely 500, 600 and 700 GSM on slope stabilization showed that 700 GSM open weave JGT proved to be more effective in reducing runoff, soil and nutrient loss and increased soil moisture retention capacity of the soil. However, height and growth of tea plants were better under 500 and 600 GSM JGT. Considering the scope of tea cultivation in sloppy areas, rehabilitation of land slide areas using tea plants, optimal moisture requirement and better growth of tea plants, it is suggested that 500 GSM open weave JGT will be more effective for slope stabilization with tea plants.
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Dorairaj, Deivaseeno, and Normaniza Osman. "Present practices and emerging opportunities in bioengineering for slope stabilization in Malaysia: An overview." PeerJ 9 (January 12, 2021): e10477. http://dx.doi.org/10.7717/peerj.10477.

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Population increase and the demand for infrastructure development such as construction of highways and road widening are intangible, leading up to mass land clearing. As flat terrains become scarce, infrastructure expansions have moved on to hilly terrains, cutting through slopes and forests. Unvegetated or bare slopes are prone to erosion due to the lack of or insufficient surface cover. The combination of exposed slope, uncontrolled slope management practices, poor slope planning and high rainfall as in Malaysia could steer towards slope failures which then results in landslides under acute situation. Moreover, due to the tropical weather, the soils undergo intense chemical weathering and leaching that elevates soil erosion and surface runoff. Mitigation measures are vital to address slope failures as they lead to economic loss and loss of lives. Since there is minimal or limited information and investigations on slope stabilization methods in Malaysia, this review deciphers into the current slope management practices such as geotextiles, brush layering, live poles, rock buttress and concrete structures. However, these methods have their drawbacks. Thus, as a way forward, we highlight the potential application of soil bioengineering methods especially on the use of whole plants. Here, we discuss the general attributions of a plant in slope stabilization including its mechanical, hydrological and hydraulic effects. Subsequently, we focus on species selection, and engineering properties of vegetation especially rooting structures and architecture. Finally, the review will dissect and assess the ecological principles for vegetation establishment with an emphasis on adopting the mix-culture approach as a slope failure mitigation measure. Nevertheless, the use of soil bioengineering is limited to low to moderate risk slopes only, while in high-risk slopes, the use of traditional engineering measure is deemed more appropriate and remain to be the solution for slope stabilization.
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Dissertations / Theses on the topic "Slope stabilization"

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Kokesh, Christopher Michael. "Bio-engineering for land stabilization." Columbus, Ohio : Ohio State University, 2009. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1243971701.

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Peterson, Jennifer Lynn. "Probability analysis of slope stability." Morgantown, W. Va. : [West Virginia University Libraries], 1999. http://etd.wvu.edu/templates/showETD.cfm?recnum=1070.

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Thesis (Ph. D.)--West Virginia University, 1999.
Title from document title page. Document formatted into pages; contains viii, 91 p. : ill. Vita. Includes abstract. Includes bibliographical references (p. 63-64).
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Trenner, Brian Robert. "Bioengineering for Land Stabilization." The Ohio State University, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=osu1253549875.

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Liu, Ying. "Limit equilibrium methods for slope stability analysis." Click to view the E-thesis via HKUTO, 2002. http://sunzi.lib.hku.hk/hkuto/record/B42576684.

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Kwok, Sabastein Yih Feng. "Stochastic analysis of coupled surface and subsurface flow model in steep slopes for slope stability analysis /." View Abstract or Full-Text, 2003. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202003%20KWOK.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2003.
Includes bibliographical references (leaves 201-205). Also available in electronic version. Access restricted to campus users.
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Liu, Ying, and 劉影. "Limit equilibrium methods for slope stability analysis." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2002. http://hub.hku.hk/bib/B42576684.

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Chandler, Douglas Scott. "An area approach to forest slope stability /." Thesis, Connect to this title online; UW restricted, 1992. http://hdl.handle.net/1773/10181.

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Li, Lin. "Reliability Based Design for Slope Stabilization Using Drilled Shafts and Anchors." University of Akron / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=akron1415117410.

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Jaapar, Abd Rasid Bin. "A framework of a national slope safety system for Malaysia." Thesis, Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B37384600.

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Al, Bodour Wassel. "Development of Design and Analysis Method for Slope Stabilization Using Drilled Shafts." University of Akron / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=akron1267041620.

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Books on the topic "Slope stabilization"

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W, Abramson Lee, ed. Slope stability and stabilization methods. New York: Wiley, 1996.

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W, Abramson Lee, ed. Slope stability and stabilization methods. 2nd ed. New York: Wiley, 2002.

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Bromhead, E. N. The stability of slopes. Glasgow: Surrey University Press, 1986.

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The stability of slopes. 2nd ed. London: Blackie Academic & Professional, 1992.

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Ortigao, J. A. R. Handbook of Slope Stabilisation. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004.

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Akademia Górniczo-Hutnicza im. S. Staszica w Krakowie, ed. TECCO Slope Stabilization System and RUVOLUM Dimensioning Method. Romanshorn: [Geobrugg AG], 2012.

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Morgan, R. P. C. 1942- and Rickson R. J, eds. Slope stabilization and erosion control: A bioengineering approach. London: Spon, 1995.

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Huang, Scott L. Unstable slope management program, phase I. Juneau, Alaska]: Alaska Dept. of Transportation and Public Facilities, 2009.

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Cheng, Y. M. Slope stability analysis and stabilization: New methods and insight. London: Routledge, 2008.

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Ortigão, J. A. R., 1948- and Sayao, Alberto S. F. J., 1954-, eds. Handbook of slope stabilisation. Berlin: Springer, 2004.

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Book chapters on the topic "Slope stabilization"

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Grebenets, V. I., S. N. Titkov, A. G. o. Kerimov, and V. M. Anishin. "The stabilization of frozen technogenic dumps." In Slope Stability Engineering, 859–62. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-37.

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Farkas, J. "Investigation and stabilization of a sliding hillside." In Slope Stability Engineering, 931–35. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-50.

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Carrillo-Gil, A., and A. Carrillo-Acevedo. "Slope stabilization in residual soils of Peru." In Slope Stability Engineering, 971–75. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-57.

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Urciuoli, Gianfranco, and Marianna Pirone. "Subsurface Drainage for Slope Stabilization." In Landslide Science and Practice, 577–85. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31319-6_74.

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Nishigata, T., and K. Nishida. "Reinforcement mechanism in soil nailing for stabilization of steep slopes." In Slope Stability Engineering, 1065–70. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-74.

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Besra, R., A. Usmani, and V. K. Panwar. "Steep Slope Stabilization Under Seeping Water." In Lecture Notes in Civil Engineering, 663–70. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6701-4_43.

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Jamaludin, A., and A. N. Hussein. "Stabilization and remedial works on some failed slopes along the East-West highway, Malaysia." In Slope Stability Engineering, 943–47. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-52.

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Zheng, Shuang, Sérgio D. N. Lourenço, Peter J. Cleall, Stuart W. Millis, Angel K. Y. Ng, and Ting Fong May Chui. "Synthetic Water Repellent Soils for Slope Stabilization." In Advancing Culture of Living with Landslides, 523–28. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-53487-9_61.

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Tsagkas, Dimitris, and Haralambos Saroglou. "Slope Stabilization Design in Environmentally Sensitive Areas." In Engineering Geology for Society and Territory - Volume 2, 2101–4. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-09057-3_376.

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Sharma, Mahesh, Manojit Samanta, and Shantanu Sarkar. "Soil Nailing: An Effective Slope Stabilization Technique." In Landslides: Theory, Practice and Modelling, 173–99. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-77377-3_9.

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Conference papers on the topic "Slope stabilization"

1

Mann, Glenn, and Timothy D. Stark. "Slope Stabilization Using Geofoam." In Geo-Denver 2007. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40905(224)8.

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Howe, William K. "Micropiles for Slope Stabilization." In Biennial Geotechnical Seminar 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41144(391)8.

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CHEARNKIATPRADAB, B. "EXPERT SYSTEM FOR SLOPE STABILIZATION." In Proceedings of the International Conference. WORLD SCIENTIFIC, 2005. http://dx.doi.org/10.1142/9789812701602_0033.

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Byle, Michael J., and Rakam Tamang. "Adaptive Slope Stabilization for River Remediation." In Geo-Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482797.021.

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Ahmad, M. M., M. B. H. Ab Manaf, and N. Z. Zainol. "Development of kenaf mat for slope stabilization." In 3RD ELECTRONIC AND GREEN MATERIALS INTERNATIONAL CONFERENCE 2017 (EGM 2017). Author(s), 2017. http://dx.doi.org/10.1063/1.5002359.

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Fang, Wei, Guo-lin Yang, and Xiao-hong Liu. "Spatial Optimization of Anchors for Slope Stabilization." In GeoHunan International Conference 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/47627(406)14.

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Liang, Robert Y., and Mohammad M. Yamin. "Design of Drilled Shafts for Slope Stabilization." In GeoFlorida 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41095(365)185.

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Caballero, Santiago, Raju Acharya, Aritra Banerjee, Tejo V. Bheemasetti, Anand Puppala, and Ujwalkumar Patil. "Sustainable Slope Stabilization Using Biopolymer-Reinforced Soil." In Geo-Chicago 2016. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784480120.013.

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Wu, Tien H., Brian R. Trenner, Patrick J. Fox, Christopher M. Kokesh, Kirk Beach, and David H. Barker. "Soil-Bioengineering for Slope Stabilization in Ohio." In GeoCongress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40971(310)110.

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Benjamin C Doerge. "Slope Stability Analysis Tools for Stream Bank Stabilization." In 2010 Pittsburgh, Pennsylvania, June 20 - June 23, 2010. St. Joseph, MI: American Society of Agricultural and Biological Engineers, 2010. http://dx.doi.org/10.13031/2013.29709.

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Reports on the topic "Slope stabilization"

1

Oakland, Michael, and Jean-Lou Chameau. Drilled Pilers Used for Slope Stabilization. West Lafayette, IN: Purdue University, 1986. http://dx.doi.org/10.5703/1288284314110.

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