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Relevant bibliographies by topics / Embankment. Stabilization. Stapled Soil

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Academic literature on the topic 'Embankment. Stabilization. Stapled Soil'

Author: Grafiati

Published: 5 June 2025

Last updated: 2 August 2025

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Journal articles on the topic "Embankment. Stabilization. Stapled Soil"

1

Eduarda, Silva Barbieri Cleto, Machado Maia Carvalho Thiago, and Bonfante de Oliveira Cláudio. "USO DA TÉCNICA DE GRAMPEAMENTO DE SOLO PARA ESTABILIZAÇÃO DE TALUDES." Revistaft 27, no. 122 (2023): 17. https://doi.org/10.5281/zenodo.7933017.

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O emprego de técnicas para a estabilização de taludes vem se tornando de grande importância atualmente devido a grande ocupação de áreas de encostas naturais por conta do crescimento populacional desenfreado. O presente artigo apresenta uma breve definição de taludes, listando as principais classificações de escorregamentos, assim como os tipos de contenções que podem ser usadas como alternativa para estabilização dos maciços de solo. Apresenta o emprego da técnica de solo gram

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Saad, Issa Sarsam. "Assessing the Resistance to Capillary Rise of Moisture of Asphalt Stabilized Embankment model." Journal of Advances in Geotechnical Engineering 6, no. 3 (2023): 1–7. https://doi.org/10.5281/zenodo.8255449.

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<em>One of the major durability problems of roadway embankment that is constructed with Gypseous soil is the continuous dissolution of the gypsum due to the capillary rise of moisture throughout its service life. Restriction of the dissolution may be ensured by stabilizing the Gypseous soil with emulsified liquid asphalt. In the present investigation, Gypseous soil was implemented in the construction of an embankment model in the laboratory. Cationic emulsion was used to stabilize the soil. The control and the stabilized soil embankment models were subjected to capillary rise of moisture from

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Aslam, Zul, and Nurly Gofar. "THE EFFECT OF SOIL STABILIZATION AND REINFORCEMENT ON THE STABILITY OF EMBANKMENT ON SOFT SOIL." Jurnal Teknik Sipil 18, no. 2 (2022): 356–67. http://dx.doi.org/10.28932/jts.v18i2.4613.

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The construction of toll roads in South Sumatra faces two problems. First, most of the road sections are built on soft soil deposits, so the soil must be improved to speed up consolidation process and to improve bearing capacity. Second, the embankment required to reach the design elevation of the toll road is quite high so that reinforcement is needed to improve slope stability. This paper contains the results of a study on the effect of soil improvement using PVD and vacuum pressure, installation of geotextile layers and pile at the toe of embankment slopes, on the stability of the embankmen

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Roslan, Nurhakimi, Nur Faezah Yahya, Chee-Ming Chan, Salina Sani, and Mohammad Zawawi Rosman. "Conceptual analysis of seepage control for Senggarang Coastal Embankment with chemically-stabilized backfill." Maritime Technology and Research 4, no. 4 (2022): 258113. http://dx.doi.org/10.33175/mtr.2022.258113.

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One of the common problems of coastal embankments is water seepage. The Senggarang Coastal Embankment (SCE) is examined in the present work, with the objective of proposing the improvement of the earth structure via chemical stabilization. The stabilized soil embankment was simulated and analyzed with PLAXIS 8 to identify a conceptual proposition of solution using a conventional and innovative stabilizer, i.e., lime-ZnO and cement-CSP (cockle shell powder). The base of the embankment was assumed to be bedrock, in order to eliminate the passage of water below the embankment. Stabilization was t

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Mumtaz, Mardia, K.M Bipul Shahriar, and Saurav Barua. "Characterization of High Plastic Clay Under Varying Proportion Ordinary Portland Cement for Soil-Cement Stabilization." Daffodil International University 16, no. 1 (2024): 6–11. https://doi.org/10.5281/zenodo.13827005.

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The study investigates the influence of varying proportion of Ordinary Portland Cement (OPC) in high plastic clay soil while soil-cement stabilization of road embankment. Since, high plastic clay is unsuitable as subbase material of road embankment, our study provided as a guideline for the mixing ratios of OPC in soil-cement stabilization in this regard. Unconfined compressive strength (UCS) of soil samples were increased significantly with the addition of OPC to the soil. Optimum moisture content increased with higher percentage of cement added to soil. Besides, UCS of soil-cement mixture we

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Eksana Wibowo, Dian, Dymas Agung Ramadhan, Endaryanta ., and Hakas Prayuda. "Soil stabilization using rice husk ash and cement for pavement subgrade materials." Revista de la construcción 22, no. 1 (2023): 192–202. http://dx.doi.org/10.7764/rdlc.22.1.192.

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This study employs rice husk ash and pozzolan cement as additional soil stabilization materials. This study aims to evaluate the bearing capacity of the soil to be used as embankment soil for subgrade pavement materials. The soil samples were collected from two different areas in the Yogyakarta region, Indonesia, namely the Wates and Imogiri regions. This study consists of experimental approach that defines a soil embankment for road subgrade with a trapezoid-shaped with top dimension of 10 cm x 20 cm, a base dimension of (20 cm x 40 cm), and a height of 10 cm. In addition, the specimens in th

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7

Saad, I. Sarsam, Al-Saidi Aamal, and Falih Mustafa. "Assessing the Influence of Asphalt Stabilization on the Deformation Resistance of Reinforced Earth Embankment Model." Journal of Earthquake Science and Soil Dynamics Engineering 6, no. 3 (2023): 32–43. https://doi.org/10.5281/zenodo.10158428.

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<i>Construction of roadway embankment with Gypseous soil exhibits hazard for the long-term performance. The Gypseous soil is known to exhibit suitable strength after compaction; however, it loses the strength when subjected to environmental issues such as rain and the variation in the water table level. In the present investigation, an attempt has been made to implement Gypseous soil with 84.2 % of gypsum content which was obtained from Tikret region, (180 km north of Baghdad) in the preparation of an embankment model in the laboratory. The Gypseous soil was compacted to 95 % of its maximum pr

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8

Hsieh, Chiwan, and Jeng Wu. "Stabilization of a Vertical Tire Chip Embankment with Geogrids." Transportation Research Record: Journal of the Transportation Research Board 1721, no. 1 (2000): 39–44. http://dx.doi.org/10.3141/1721-05.

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A research project that involves the construction of a full-size geogrid-reinforced test embankment was conducted. Waste tire chips were used as the lightweight backfill for the embankment. The joint research project involved participants from government agencies, academic research institutes, consulting firms, and material suppliers. To meet the function requirements, the north side of the embankment had to be built essentially as a vertical wall. To maintain stability, the vertical side of the embankment was reinforced with geogrids and covered with segmental retaining-wall facing. The objec

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Chaiyaput, Salisa, Nakib Arwaedo, Pitthaya Jamsawang, and Jiratchaya Ayawanna. "Natural Para Rubber in Road Embankment Stabilization." Applied Sciences 12, no. 3 (2022): 1394. http://dx.doi.org/10.3390/app12031394.

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This is the first study on “ribbed smoked sheets (RSS)” as a geogrid reinforcement in geotechnical engineering. An RSS is a kind of natural para rubber. RSS (grade 3) was designed as a biaxial geogrid with an aperture size of 20 mm × 20 mm and a spacing of 20 mm. The RSS was found to be a significant functional layer when applied to the subbase lateritic soil layer. The lateritic soil with an RSS reinforcing layer was greatly improved regarding the California bearing ratio (CBR). Numerical simulation using two-dimensional finite element software was used to determine the optimal number and pos

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Raja, Ramiz, Supriya Pal, and Arindam Karmakar. "IN-SITU REMEDIATION OF HEAVY METAL CONTAMINATED SITES THROUGH MECHANICAL STABILIZATION USING INDUSTRIAL WASTE PRODUCTS." Journal of Environmental Engineering and Landscape Management 30, no. 2 (2022): 301–7. http://dx.doi.org/10.3846/jeelm.2022.17077.

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The present study aimed to assess the stabilization performance of fly ash, blast furnace slag and quick lime for heavy metals in contaminated soil at a landfill site at Kolkata, West Bengal, India. The physical properties and strength parameters of the contaminated soil substantially increased after additives application. Moreover, the heavy metal concentrations in the leachate of the polluted soil were found almost nil after optimum blending of the additives mechanically with the soil and post-curing for 7 days. The numerical modeling studies were also carried out using PLAXISTM 3D software

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Dissertations / Theses on the topic "Embankment. Stabilization. Stapled Soil"

1

Saleh, Atef A. "Evaluation of geosynthetic reinforcement for long-term stability of embankment slopes /." Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.

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Dunoyer, Hugues. "Expérimentation en laboratoire et in-situ d'un procédé de stabilisation des remblais ferroviaires argilo-marneux : les colonnes de sol traité à la chaux éteinte et au ciment." Paris, ENMP, 1986. http://www.theses.fr/1986ENMP0011.

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Pour la prévention de l'instabilité des talus de remblais argileux du réseau sncf, mise au point d'un nouveau procédé de stabilisation: les colonnes de sol traitées à la chaux et au ciment fabriquées dans le talus même du remblai. Essais en laboratoire et en place de l'efficacité et de la faisabilité de ce procédé (matériau de remblai traité à 8% de chaux de boran, 10% de ciment cpj45 et un mélange de 5% de chaux et 10% de ciment). Etude de la rupture de ces éprouvettes cylindriques de matériau traité. Comparaison du comportement d'éprouvettes conservées a 60**(o)c en étuve humide et de celles

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Books on the topic "Embankment. Stabilization. Stapled Soil"

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Sakr, Claude T. Soil nailing of a bridge embankment. Engineering Services Section, Research Unit, Oregon Dept. of Transportation, 1995.

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2

Reclamation, United States Bureau of. Embankment dams. U.S. Dept. of the Interior, Bureau of Reclamation, Assistant Commissioner, Engineering and Research, 1992.

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United States. Bureau of Reclamation. Embankment dams. U.S. Dept. of the Interior, Bureau of Reclamation, Engineering and Research Center, 1987.

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United States. Bureau of Reclamation. Embankment dams. U.S. Dept. of the Interior, Bureau of Reclamation, Denver Office, 1990.

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United States. Bureau of Reclamation. Embankment dams. U.S. Dept. of the Interior, Bureau of Reclamation, Denver Office, 1991.

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United States. Bureau of Reclamation. Embankment dams. U.S. Dept. of the Interior, Bureau of Reclamation, Denver Office, 1989.

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7

Schaefer, Vernon, and Ryan Berg. Geotechnical Solutions for Soil Improvement, Rapid Embankment Construction, and Stabilization of the Pavement Working Platform. Transportation Research Board, 2012. http://dx.doi.org/10.17226/22683.

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1938-, Grimshaw Richard, Helfer Larisa 1967-, and Vetiver Network, eds. Vetiver grass for soil and water conservation, land rehabilitation, and embankment stabilization: A collection of papers and newsletters. World Bank, 1995.

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Book chapters on the topic "Embankment. Stabilization. Stapled Soil"

1

Ilander, A., H. Halkola, P. Lahtinen, and A. Kettunen. "EuroSoilStab - Kivikko test embankment - Construction and research." In Dry Mix Methods for Deep Soil Stabilization. Routledge, 2017. http://dx.doi.org/10.1201/9781315141466-44.

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Gaszyński J. and Posłajko M. "Stabilization of the landslides along the national roads." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-1602.

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The aim of the analysis is to stabilize the landslide taking into consideration the extension of the road embankment. The Drucker - Prager elasto-plastic model in the plain state of strains was assumed for calculations. Z_Soil system was used for conducted analysis. The results regarding the stability of the embankment and the subsoil taking into account the stages of works.

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3

Meena, Ram Vilas, Harsh Kumar Chittora, and Ankit Singh Beniwal. "Use of Geogrids for Stabilization of Soil." In Advances in Chemical and Materials Engineering. IGI Global, 2025. https://doi.org/10.4018/979-8-3693-5513-8.ch005.

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The process of increasing the soil's engineering properties and making it more stable is known as soil stabilization. When the construction soil is not suitable for the intended use, soil stabilization is required. Stabilization, in its broadest sense, encompasses many similar processes, including compaction, pre-consolidation, drainage, and many others. However, the term “stabilization” is typically limited to actions that change the soil's physical makeup in order to enhance its properties. For the purpose of stabilizing a natural soil, a cementing substance or chemical is added or geosynthe

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4

Forsman, J., A. Honkala, and M. Smura. "Hertsby case: A column stabilised and geotextile reinforced road embankment on soft subsoil." In Dry Mix Methods for Deep Soil Stabilization. Routledge, 2017. http://dx.doi.org/10.1201/9781315141466-33.

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Chegenizadeh A. and Nikraz H. "Influence of fibre inclusion on crack propagation." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-801-4-161.

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Desiccation cracking has been a major concern for the proper functioning of clay soils. Reinforcement of sand with discrete fibres has been well investigated in the literature. In contrast, clayey soil reinforced with discrete fibres has been less studied. Fibre-reinforcement has been considered in projects involving slope stabilization, embankment construction, subgrade stabilization, and stabilization of thin veneers such as landfill covers. Some recent researches have indicated that benefits may be gained by inclusion of discrete fibres in clay.

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Ilander, A., J. Foreman, and P. Lahtinen. "Combined mass- and column stabilization in Kivikko test embankment – Designing by traditional and FE-methods." In Dry Mix Methods for Deep Soil Stabilization. Routledge, 2017. http://dx.doi.org/10.1201/9781315141466-22.

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Brandl H. and Blovsky S. "Slope stabilization with socket walls using the observational method." In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2005. https://doi.org/10.3233/978-1-61499-656-9-2485.

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Numerous highways and railways in the Austrian Alps have been constructed on the basis of the observational method along unstable slopes, which originally had been considered unsuitable for such alignments. The paper reports on a highway embankment along a creeping slope. In the year 2000 long-term monitoring showed cracks in the carriage way and slip zones in about 30 and 40 m depth. Parametric studies lead to the design of a socket wall for dowelling the slip zones as a first step of rehabilitation. The sockets required the sequential excavation of 55 m deep shafts (with shotcrete support an

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da Fonseca António Viana, Cruz Rodrigo Caberlon, and Consoli Nilo Cesar. "Strength properties of sandy soil-cement admixtures." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-52.

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Soil stabilization with cement is a good solution for the construction of subgrades for roadway and railway lines, especially in &ldquo;noble&rdquo; foundations layers, under the platforms, and mostly in transition zones between embankments and rigid structures, where the mechanical properties of supporting soils are very much demand full. These solutions are especially attractive in line works where other ground improvement techniques are extensive and, therefore, very expensive. On the other hand, the economic and environmental costs of such works should be optimized with good balanc

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Havukainen J., Leppänen M., and Piispanen A. "Mass stabilization – a method for the reuse of TBT-contaminated sediments as a part of the harbour field in Helsinki, Finland." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-2284.

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In Helsinki, at the new Vuosaari Harbour a 90 hectare area was to be filled from the sea. The analyses starting in the spring 2003 indicated high tributyltin (TBT) concentrations in surface sediments at a 75 hectare area. All the soft sediments were to be dredged from the harbour area before structural filling. The mass stabilization of contaminated sediment was considered to be the most economical and environmentally safe method to solve the environmental problem. The contaminated area was isolated from the surrounding sea by permanent protective embankments and a temporary silt curtain. The

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Alonso Eduardo E. "Technical Session 2-B: Slopes and Embankments." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-031-5-3538.

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Sixty one papers presented to the Session are discussed in the Report. They have been classified in the following general topics: Analysis, design and stabilization procedures, rainfall and drainage, seismic analysis, embankment materials and foundation soils, and other topics. The Report highlights a few relevant aspects: the generalization of finite element methods in analysis, design and evaluation of performance, the popularity of (c, &phgr;) reduction methods to estimate Safety Factors and the increasing use of three-dimensional models. Despite these trends analytical and semi-analyti

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Conference papers on the topic "Embankment. Stabilization. Stapled Soil"

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Katti, R., U. Kulkarni, A. Katti, and R. Kulkarni. "Stabilization of Embankment on Expansive Soil — A Case Study." In GeoShanghai International Conference 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41103(376)23.

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Addison, Priscilla E., Pasi Lautala, Thomas Oommen, and Zachary Vallos. "Embankment Stabilization Techniques for Railroads on Permafrost." In 2016 Joint Rail Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/jrc2016-5731.

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Degrading permafrost conditions around the world has resulted in stability issues for civil structures founded on top of them. Railway lines have very limited tolerance for differential settlements, making it a priority for railway owners in permafrost regions to consider embankment stabilization measures that ensure smooth and safe operations. Several passive and active engineered solutions have been developed to address the permafrost stability issues, such as awnings, shading boards, crushed rock embankments, ventiduct embankments, and thermosyphons. Local site conditions, including soil ty

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Vithiya, V. M., and Piriyashankar. "Study on soil stabilization using fly ash & rice husk ash in roadway embankment." In Transport Research Forum 2024. Transportation Engineering Group, Department of Civil Engineering, University of Moratuwa, 2024. https://doi.org/10.31705/trf.2024.11.

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In Sri Lanka, there is a shortage of suitable embankment material for road construction due to the country's increasing demand for highways and economic crisis. Meanwhile, industrial waste products such as fly ash and rice husk ash, generated in large quantities by rice mills and coal power plants, are considered valueless by-products. Improper disposal of these by-products in landfills poses a significant environmental threat. The purpose of this study is to assess the stability of an embankment that was constructed using inappropriate embankment material and stabilized using a mixture of fly

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Janković, Marina, and Marija Bakrač. "STABILISATION OF CUT 3, LOT 1, SECTION GORJE POLJE – CARIČINA DOLINA, E-75 HIGHWAY, BELGRADE – NIŠ, PHASE II, REINFORCED SOIL CONSTRUCTION." In GEO-EXPO 2022. DRUŠTVO ZA GEOTEHNIKU U BOSNI I HERCEGOVINI, 2022. http://dx.doi.org/10.35123/geo-expo_2022_4.

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During the execution of works on the E-75 highway, Belgrade-Niš - the border with FYR Macedonia, on section Gornje Polje - Caričina Dolina, LOT 1, on the Cut 3 from km 876+ 325 to km 876 + 825 there was a violation of the stability of a conditionally stable slope that jeopardizes the highway route. According results of extensive geotechnical investigations it is a huge landslide with a complex slip mechanism. Within the Phase II works on the stabilization of the landslide toe in the zone of the left bank of the South Morava River, in the length of 300,50 m, from km 3 + 592 to km 3 + 900.35 (al

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Schaefer, V. R., G. M. Filz, and L. S. Vanzler. "SHRP2 R02 Phase 1 — Geotechnical Solutions for Soil Improvement, Rapid Embankment Construction, and Stabilization of the Pavement Working Platform." In U.S.-China Workshop on Ground Improvement Technologies 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41025(338)1.

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S, Athira, and Subaida E.A. "A Review on sustainable reuse of dredged sediments in earthwork infrastructures." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.13.

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Earth structures like embankments involve the use of a huge quantity of soil. Major sources of borrow soil are natural hills and embankments which are to be preserved to prevent structural instability and environmental problems. Bulk quantities of soil are dredged out from various waterfront projects, but poor engineering properties limit their use in construction projects. Stabilization of sediments with suitable reagents to use in embankment construction is considered a sustainable approach. With this motive, many studies are being conducted focusing on finding solutions to propose a sustain

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Vasconcellos, C. R. A., H. R. Oliveira, and J. C. Freitas. "A Historical Case in the Bolivia-Brazil Natural Gas Pipeline: Slope on the Curriola River." In 2004 International Pipeline Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ipc2004-0400.

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The Bolivia-Brazil Natural Gas Pipeline has 2.600 kilometers since Rio Grande City in Bolivia until Canoas City, in south Brazil. The pipeline crosses a lot of types of geological field and difficult topography. The south spread of the pipeline is the most interesting because of its hard topography combined with the variety of geological materials, such as, colluvium deposits and debris flow areas. Curriola River is located at kilometer 408, north part of Parana State. In this area, the pipeline crosses slopes of 40 degrees of inclination. The mounting was only possible making high cuts to ass

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