Relevant bibliographies by topics / Road embankment clay soils

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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 'Road embankment clay soils'

Author: Grafiati
Published: 30 May 2022
Last updated: 31 July 2025

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Journal articles on the topic "Road embankment clay soils"

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Yurchuk, Vitaly, Volodymyr Petrovych, Ihor Petrovych, and Yevhen Chechuha. "RESEARCH AND ANALYSIS OF ENGINEERING ANTI-SUBSIDENCE MEASURES APPLIED IN ROAD CONSTRUCTION ON LOESS SOILS." Automobile Roads and Road Construction, no. 115.1 (2024): 302–8. https://doi.org/10.33744/0365-8171-2024-115.1-302-308.

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Abstract. The widespread distribution of loess collapsible and structurally unstable soils when saturated in our country, along with insufficient regulatory documentation for the design and construction of highways on these soils, necessitates scientific research in this field. In this context, we are conducting studies to investigate the stress-strain state of loess embankment bases, the changes in this state upon moisture exposure, and the nature of stability loss of the roadbed during the subsidence of its base. This paper presents the analysis results of the stress-strain state of embankme
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Vynnykov, Yu L., and T. V. Lvovska. "MOISTURE CONDITIONS PATTERNS IN ROAD EMBANKMENT CLAY SOILS DEPTH." ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering 2, no. 49 (2017): 227–33. http://dx.doi.org/10.26906/znp.2017.49.847.

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The article deals with optimal compaction criteria of road embankment soils improving, which provide their long-term strength. Physical experiment methodology for patterns establishment of water migration in subgrade embankment depth, in the capacity factors of what it is accepted: clay soil type (its number plasticity); moisture, at what the soil was compacted; soil skeleton density; embankment height; «rest» time after subgrade erection and before it’s operation are developed and realized. By laboratory and field tests water migration patterns in compacted subgrade soils depth are establishe
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Fattah, Mohammed Y., Bushra S. Zabar, and Hanan A. Hassan. "An Experimental Analysis of Embankment on Stone Columns." Journal of Engineering 20, no. 07 (2023): 62–84. http://dx.doi.org/10.31026/j.eng.2014.07.05.

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When embankment is constructed on very soft soil, special construction methods are adopted. One of the techniques is a piled embankment. Piled (stone columns) embankments provide an economic and effective solution to the problem of constructing embankments over soft soils. This method can reduce settlements, construction time and cost. Stone columns provide an effective improvement method for soft soils under light structures such as rail or road embankments. The present work investigates the behavior of the embankment models resting on soft soil reinforced with stone columns. Model tests were
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Anggraini, Muthia, P. Pratikso, and Harnedi Maizir. "Numerical modeling of embankment on thin clay soil with geofoam." Journal of Applied Engineering Science 22, no. 4 (2024): 819–27. https://doi.org/10.5937/jaes0-53366.

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Soft soils cause problems in road subgrades because they have low bearing capacity. Embankments on soft ground need to be identified and reviewed before construction starts. Various soil reinforcement techniques can be used to improve soft soil conditions. This research focuses on using geofoam material as an embankment on soft soil. The aim is to analyze the modeling of soft soil embankment with geofoam. The research method is a numerical method using the Plaxis 2D version 2023 application. There are two models in this study, namely the embankment model without geofoam, 100 cm thick subgrade,
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Vynnykov, Yuriy, Volodymyr Ilchenko, Dmytro Yermolenko, and Тetiana Lvovska. "The results of monitoring the properties of road embankment soils." Academic journal Industrial Machine Building Civil Engineering 1, no. 58 (2022): 100–106. https://doi.org/10.26906/znp.2022.58.3084.

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For five full-scale objects, research methodology and geotechnical control results of physical and mechanical characteristics of in layers compacted silty loam within the road embankment after its construction and before the operation start are presented. According to the statistical analysis of the two-factor experiment data sample, empirical coefficients values of the analytical dependence of stabilized moisture for loams’ in layers rolling on the value of soil skeleton density within the embankment and the plasticity index of these soils were obtained. It has been proven that this parameter
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Cochrane, G. A., and P. G. Carter. "Highway embankment construction across the Strathearn buried Valley." Geological Society, London, Engineering Geology Special Publications 7, no. 1 (1991): 203–9. http://dx.doi.org/10.1144/gsl.eng.1991.007.01.18.

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AbstractImprovements to the trunk road network around Perth during the early 1980–s involved construction of two new routes crossing the River Earn. Embankments were constructed across lower Strathearn to carry the M90 Edinburgh to Perth motorway and the A9 Stirling to Perth trunk road. Thick Quaternary deposits laid down under conditions of varying climate and sea level occupy the Earn Valley in this area. The nature and extent of these deposits dictated the Engineering Solutions which were adopted for the highway construction.In this area the Earn Valley is deeply incised into rockhead. Inve
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Won, Myoung-Soo, Christine P. Langcuyan, and Yu-Cong Gao. "A Study on the Utilization of Clayey Soil as Embankment Material through Model Bearing Capacity Tests." Applied Sciences 10, no. 7 (2020): 2315. http://dx.doi.org/10.3390/app10072315.

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The Saemangeum seawall, located on the western coast of Korea, is 33.8 km long and is known as the longest embankment in the world. The Saemangeum project is underway for road, railway, and port constructions for internal development. In the Saemangeum area, suitable granular soil for embankment material is difficult to obtain. However, silty clay is widely distributed. In this study, a series of model-bearing capacity tests were conducted as a basic study for using clayey soils as embankment materials. The model bearing capacity tests were carried out using a standard metal mold and a customi
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Srijan, Vatsa Harshit, and Singh Abhivek. "A study on the behaviour of soft clay under embankment loading." IOP Conference Series: Earth and Environmental Science 1326, no. 1 (2024): 012120. http://dx.doi.org/10.1088/1755-1315/1326/1/012120.

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Abstract Soil reinforcement is technique to improve the engineering characteristics of soil. Several reinforcement methods are available for stabilizing the problematic soils (soft clay) like the use of Portland cement, lime, fly ash, ground freeing, jet grouting, prefabricated vertical drains, stone columns and thermal methods. Recently basal reinforcements are also being used as a method to improve the bearing capacity and settlement characteristics of the soft soil. The reinforcement consists of one or more horizontal layers of geosynthetic reinforcement installed at a base of the embankmen
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Alan, Esma, and Müge Balkaya. "FINITE ELEMENT ANALYSIS OF REINFORCED AND UNREINFORCED DEEP SOIL MIXING COLUMNS INSTALLED IN COHESIVE AND NON-COHESIVE SOILS." NED University Journal of Research XXI, no. 1 (2024): 31–55. http://dx.doi.org/10.35453/nedjr-stmech-2023-0003.

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A parametric study employing three-dimensional finite element analysis is used in this paper to examine the improvement of soft clay and silty loose sand under a road embankment using deep soil mixing (DSM) columns. Both soils are designed with three variables namely DSM column diameter (D), DSM column length (L) and centre-to-centre distance of the DSM columns (s). The settlement values under the road embankment constructed with and without DSM columns were obtained by numerical analysis. The analyses were also repeated for the DSM columns which were stiffened by adding I-profiles. The result
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Zhang, Rui, Mengli Wu, Prince Kumar, and Qian-Feng Gao. "Influence of Loosely Bound Water on Compressibility of Compacted Fine-Grained Soils." Advances in Civil Engineering 2020 (February 22, 2020): 1–14. http://dx.doi.org/10.1155/2020/1496241.

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This study aimed to investigate the influence of loosely bound water (LBW) on the compressibility of compacted fine-grained soils and accurately determine the soil’s compression index. Four fine-grained soils (i.e., heavy clay, heavy silt, lean clay, and lean silt) and a coarse-grained soil were examined. The volumetric flask method was used to measure the LBW contents of the five soils. X-ray diffraction (XRD) analysis was then performed to test the mineral compositions and help explain the reason why the LBW content varied between different soils. A concept of modified void ratio was propose
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Dissertations / Theses on the topic "Road embankment clay soils"

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Ouf, Mohamed El-Sadek Abdel Rahman. "Stabilisation of clay subgrade soils using ground granulated blastfurnace slag." Thesis, University of Leeds, 2001. http://etheses.whiterose.ac.uk/327/.

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Roads constructed on expansive clays may be adversely affected by the behaviour of the clay. Expansive clays suffer volume change due to changes in moisture content which causes heaving, cracking and the break up of the road pavement. Stabilisation of these types of soil is necessary to suppress swelling and increase the strength of the soil and thus partially decrease the thickness of road pavement layers. The use of by-product materials for stabilisation has environmental and economic benefits. Ground granulated blastfurnace slag (GGBS), a by-product material in Egypt, and lime are used in t
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Manivannan, Ganeshalingam Aerospace Civil &amp Mechanical Engineering Australian Defence Force Academy UNSW. "Viscoplastic modelling of embankments on soft soils." Awarded by:University of New South Wales - Australian Defence Force Academy. School of Aerospace, Civil and Mechanical Engineering, 2005. http://handle.unsw.edu.au/1959.4/38743.

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A major instrumented geosynthetic reinforced approach embankment was constructed to 5.5 m elevation above ground, with prefabricated vertical drains, over a soft compressible clay deposit at Leneghan, Newcastle, Australia in May 1995. The field monitoring of settlements for over six years shows that the embankment manifests significant creep. The instrumentation, field performance and the finite element analyses for predicting the long-term performance of this embankment are described in this thesis. The maximum settlement of 1.1 m was observed one year after the completion of construction. H
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Parker, John Wesley. "Evaluation of Laboratory Durability Tests for Stabilized Subgrade Soils." Diss., CLICK HERE for online access, 2008. http://contentdm.lib.byu.edu/ETD/image/etd2393.pdf.

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Литвиненко, Тетяна Василівна. "The compaction of road embankment soils by ensuring their long-term strength." Thesis, 2016. http://er.nau.edu.ua/handle/NAU/22764.

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The thesis is devoted to improving the optimal compaction criteria of road embankment soils, which provide their long-term strength. The first unit contains the analysis of modern soil compaction methods, subgrade deformation causes in the embankment, finite element method (FEM) solves of soil compaction tasks, regulatory framework of quality control disadvantages, and others. The second unit is stated a new author's method and the laboratory tests results of water migration in compacted silty loam embankment, including the stabilized (or final) clay soil moisture values, depending on their t
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Books on the topic "Road embankment clay soils"

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Limsiri, C. Very Soft Organic Clay Applied to Road Embankment. Taylor & Francis [Imprint], 2008.

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Very Soft Organic Clay Applied for Road Embankment: Modelling and Optimisation Approach, UNESCO-IHE PhD, Delft, the Netherlands. Taylor & Francis Group, 2008.

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Limsiri, C. Very Soft Organic Clay Applied for Road Embankment: Modelling and Optimisation Approach, UNESCO-IHE PhD, Delft, the Netherlands. Taylor & Francis Group, 2017.

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Limsiri, C. Very Soft Organic Clay Applied for Road Embankment: Modelling and Optimisation Approach, UNESCO-IHE PhD, Delft, the Netherlands. Taylor & Francis Group, 2008.

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Very Soft Organic Clay Applied for Road Embankment: Modelling and Optimisation Approach, UNESCO-IHE PhD, Delft, the Netherlands. CRC Press LLC, 2012.

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Cockerton, David G. Lime-stabilisation of clay soils in U.K. road construction. 1994.

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Limsiri, Cheevin. Very Soft Organic Clay Applied for Road Embankment: Modelling and Optimisation Approach, UNESCO-Ihe PhD, Delft, the Netherlands. Taylor & Francis Group, 2009.

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Book chapters on the topic "Road embankment clay soils"

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Kolos, Alexey, Andrei Romanov, Evgeniy Shekhtman, Gennadii Akkerman, Anastasia Konon, and Artyom Kiselev. "Bearing Capacity of High Embankment Clay Soils in Terms of Heavy Axle Load Operation." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0450-1_42.

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Shanmuganathan, Raathiv, and David Sullivan. "Design and Construction Monitoring of a Road Embankment and an Underpass Founded on Soils Susceptible to High Static Settlement and Liquefaction." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-8213-0_11.

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Gurtina, L., P. Kharin, R. Plytus, et al. "Case study. Experimental and theoretical analysis of reinforcement of weak soils with geogrids at the foundation on the basis of field studies of a road embankment bypassing the city of Reni, Ukraine." In Geosynthetics: Leading the Way to a Resilient Planet. CRC Press, 2023. http://dx.doi.org/10.1201/9781003386889-159.

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"Soil improvement methods considered." In Very Soft Organic Clay Applied for Road Embankment. Taylor & Francis, 2008. http://dx.doi.org/10.1201/9781439828533.ch2.

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"Soil improvement methods considered." In Very Soft Organic Clay Applied for Road Embankment. CRC Press, 2008. http://dx.doi.org/10.1201/9781439828533-6.

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Seferoglou K., Prountzopoulos G., Chrysochoidis F., Fortsakis P., Vassilopoulou I., and Perleros V. "Rehabilitation of a landslide in NW Greece – From the investigation to the geotechnical design." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-801-4-1395.

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The article describes the investigation of a landslide incident in Epirus (NW Greece), on the national road connecting Preveza and Igoumenitsa. The main geomaterials involved are cyan marl to very stiff clay, green gravely clay and the clayey embankment material. The landslide destroyed part of the road embankment covering the natural slope above the Despo stream. The failure evolved in two phases, the first occurring in the winter of 2004, 30 years after the embankment construction, most possibly due to significant fill loading at its toe and heavy rainfalls. After its reconstruction, accompa
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Siddique A., Safiullah A.M.M., and Ansary M.A. "An investigation into embankment failure along a section of a major highway." In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2005. https://doi.org/10.3233/978-1-61499-656-9-979.

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The construction of Bhanga-Bhatiapara section of Dhaka-Khulna road under the Southwest Road Network Development Project started in January, 2002. While carrying out the filling of the embankment near approach of a bridge, a slip failure in the embankment occurred. The available bore log reports of four boreholes drilled in July 2001 near the failure location revealed the existence of very soft silty clay layers of thickness varying between 5 m and 8 m. Embankment failure was initiated when the fill height was gradually raised to about 6 m. For a fill height of approximately 6 m, slope stabilit
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O’Connell, M. J., and C. S. Gourley. "Expansive clay road embankments in arid areas: Moisture-suction conditions." In Engineering Characteristics of Arid Soils. CRC Press, 2020. http://dx.doi.org/10.1201/9781003077787-43.

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Akayuli C.F.A., Nyako S.O., and Yendaw J.A. "Reducing the cost of road construction through targeted geotechnical and geophysical investigations – a case study of road section re-design in the Hwereso valley of Ghana." In Proceedings of the 15th African Regional Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-778-9-489.

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The Hwereso valley that is crossed by a section of the main highway linking the north and south of Ghana, is a 2.0km wide flood plain formed by tributaries of the Hwere River in the Ashanti Region of Ghana. Prior to its reconstruction in 2004, as part of the general upgrading of the Accra-Kumasi highway, this section of the road was subjected to perennial flooding and pavement failures as a result of an incompetent clay sub grade. The original road upgrade design recommended the construction of a bridge with piled foundation across the Hwere and an embankment across the valley. Through detaile
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George E.A.J., Thomas L., and Oko C. "Geotechnical characteristics of the meander belt soils of Niger Delta in Nigeria." In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2005. https://doi.org/10.3233/978-1-61499-656-9-369.

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Three main sedimentary environments are distinguishable in the Niger Delta in Nigeria. These are the continental, transitional, and marine environments. The continental environment comprises the upper and lower flood plain environments made up of the braided streams and the meander belt systems. The area enclosed by the Orashi River in the east and the Forcados River and Ase River in the west and the mangrove swamps in the south form the meander belt of the Niger Delta. A significant proportion of the Niger Delta lies within the meander zone where the area is filled with sedimentary sand depos
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Conference papers on the topic "Road embankment clay soils"

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Kusaka, Hirohiko, and Akihiro Takahashi. "Estimation of Water Level in Road Embankment by Transient Unsaturated Seepage Analysis." In Second Pan-American Conference on Unsaturated Soils. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481684.019.

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Rahadian, Hedy, Hendarto, and Bayu Prasetya. "THE FAILURE OF A ROAD EMBANKMENT OVER NORTH JAVA SOFT SOILS." In Proceedings of the 3rd and 5th International Conference. WORLD SCIENTIFIC, 2011. http://dx.doi.org/10.1142/9789814365161_0021.

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Sivasithamparam, Nallathamby, and Jorge Castro. "A Framework for Versatile Shape of Yield Surfaces for Structured Aniso-tropic Soft Soils." In The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.022.

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A framework based on logarithmic contractancy is proposed to produce versatile shapes of yield surfaces for structured anisotropic clays. The recently proposed constitutive model (E-SCLAY1S) is an extension of existing model called S-CLAY1S, which is a Cam Clay type model that accounts for anisotropy and structure. A new parameter called contractancy parameter is introduced to control the shape of the yield surface as well as the plastic potential (as an associated flow rule is applied). This new parameter can be used to fit the coefficient of earth pressure at rest, the undrained shear streng
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Chalmovský, Juraj, and Miča Lumír. "Predicted and measured time-dependent behavior of highway embankment on cohesive soil stratum." In 6th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/cetra.2020.1025.

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Highway embankments are important structural elements in modern road infrastructure. If such a construction is built on cohesive low-permeability soils, it is necessary to perform a prediction of long-term settlements and excess pore pressures. The paper presents a numerical analysis of an instrumented embankment constructed in the Czech Republic using the finite element method. Two alternative constitutive models were employed throughout the analysis: standardly used linear elastic perfectly plastic model and elastoplastic model with volumetric and shear hardening with stress-dependent stiffn
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Muhrozi and S. P. R. Wardani. "PROBLEM OF HIGH EMBANKMENT ON CLAY SHALE AT SEMARANG-UNGARAN TOLL ROAD STA 5 +500 TO 6 +300." In Proceedings of the 3rd and 5th International Conference. WORLD SCIENTIFIC, 2011. http://dx.doi.org/10.1142/9789814365161_0014.

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Corrales, Julian, Hugo Alberto García García, Alejandro Marín, and Mauricio Pereira Ordóñez. "OCENSA Oil Pipeline Damage due to the Construction of an Embankment for a Highway on Soft Soils: Case Study." In ASME 2017 International Pipeline Geotechnical Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/ipg2017-2511.

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The OCENSA pipeline crosses the Valley of the Magdalena river flood on its way to the Caribbean Sea, the area of the valley is commonly inundated during the rainy season on shallow waters that remain flooded swamps. These swamps soils are composed by extremely soft peat with thicknesses greater than 15 meters. In June 2016 started the construction of a highway with an embankment of 6 meters in height which was more than 30 meters away from the OCENSA 30” pipeline, Due to the high compressibility of peat, to construct the road the soil is subjected to a process of consolidation and the height o
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Papadopoulou, Konstantina, and George Gazetas. "Geotechnical ULS design issues of bridge shallow foundations." In 6th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/cetra.2020.1083.

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Some important issues referring to the Ultimate Limit States of geotechnical design of bridge shallow foundations are discussed using results of 2D and 3D FE analyses, as follows: (a) The effects of highly eccentric and inclined loadings on the bearing capacity of footings on cohesionless soils, (b) the effects of soil inhomogeneity in the special case of 2-layered clay, (c) the scour effects in case of abutment and piers in riverbed, from the geotechnical point of view.
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VAITKUS, Audrius, Deimantė KILAITĖ, Rafal MICKEVIČ, and Ovidijus ŠERNAS. "The effect of ion-exchange stabilizer and cement amount on improved road subgrade soil laboratory specimens compressive strength and resistance to frost." In 12th International Conference “Environmental Engineering”. VILNIUS TECH, 2023. http://dx.doi.org/10.3846/enviro.2023.874.

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Due to high price of construction materials and earthworks, scientists are looking for cost-effective solutions, especially in roads that are sensitive to moisture fluctuations and frost. To improve the performance of weak soils, usually treatment with cement or lime is applied. However, in the most cases, treatment only with cement or lime only requires relatively high amount of these materials or do not ensure resistance to frost. Usually, to improve the performance of treated soils, various additives are applied. One of the most popular additives is ion-exchange stabilizers. However, the pe
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Forsman, Juha, Tommi Marjamäki, Harri Jyrävä, Noora Lindroos, and Merja Autiola. "Applications of Mass Stabilization at Baltic Sea Region." In The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.036.

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Mass stabilization is soil improvement method to increase the strength and stiffness of soft soils (e.g. peat, mud, clay, silt) by using an admixed binder agent. In the demanding soil conditions of Baltic Sea region shore line and interior soft soil areas, cost effective soil improvement methods are needed in the foundation engineering and earth construction. Methods are also needed in the handling of soft and/or contaminated sediments (clay, mud, etc.), which are not allowed for off shore dumping. For these applications, mass stabilization has been proven to be a cost effective method and the
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Sarabia Orihuela, Carlos Arberto, Cielo Elizabeth Cáceres Basauri, Valeria Alejandra Chávez Velásquez, et al. "Comparative analysis between the use of Sodium Chloride and Portland Cement in the stabilization of clay soils on the road linking the areas of the populated centers of Miraflores and Shultin, Baños del Inca district, city of Cajamarca." In 21st LACCEI International Multi-Conference for Engineering, Education and Technology (LACCEI 2023): “Leadership in Education and Innovation in Engineering in the Framework of Global Transformations: Integration and Alliances for Integral Development”. Latin American and Caribbean Consortium of Engineering Institutions, 2023. http://dx.doi.org/10.18687/laccei2023.1.1.335.

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Reports on the topic "Road embankment clay soils"

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López-Soto, Jamie F., and Bryant A. Robbins. Laboratory measurements of the erodibility of gravelly soils. U.S. Army E ngineer Research and Development Center, 2021. http://dx.doi.org/10.21079/11681/42443.

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The critical shear stress and erodibility of soil are fundamental parameters for modeling embankment breaching. Unfortunately, very few studies have examined the erosion characteristics of soils consisting predominantly of particles larger than sand. This report presents results of an experimental study in which the erosion characteristics of gravelly soils were measured. A flume apparatus was developed in which 0.45-m-square samples were extruded into confined flow. A mechanical laser system allowed the measurement of scour in real time, resulting in a continuous and automated erosion test. T
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