Auswahl der wissenschaftlichen Literatur zum Thema „Soft subgrade soil“
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Zeitschriftenartikel zum Thema "Soft subgrade soil"
Xu, Siyuan, Jie Liao und Kewei Fan. „Mechanism and Application of Soilbags Filled with Excavated Soil in Soft Soil Subgrade Treatment“. Applied Sciences 14, Nr. 5 (22.02.2024): 1806. http://dx.doi.org/10.3390/app14051806.
Der volle Inhalt der QuelleMa, Lijie, und Ying Kong. „Application Research of CFG Piles in the Treatment of Soft Soil Foundations for High-Speed Railways“. Academic Journal of Science and Technology 7, Nr. 1 (23.08.2023): 194–99. http://dx.doi.org/10.54097/ajst.v7i1.11368.
Der volle Inhalt der QuelleChaudhary, Braj Kishore, und Gopal Gautam. „Cost Comparison of Flexible Pavement on Weak Sub-Grade Soil Modified with Lime and SD“. SCITECH Nepal 17, Nr. 1 (13.12.2023): 64–71. http://dx.doi.org/10.3126/scitech.v17i1.60491.
Der volle Inhalt der QuelleWaruwu, Aazokhi, Paulus Dwi Surya Emili Yanto, Rika Deni Susanti und Syukurman Harefa. „Study bearing capacity of subgrade using combination bamboo grid and stabilized soil“. Journal of Infrastructure Planning and Engineering (JIPE) 1, Nr. 2 (25.10.2022): 87–92. http://dx.doi.org/10.22225/jipe.1.2.2022.87-92.
Der volle Inhalt der QuelleTan, Feng, und Tai Quan Zhou. „Finite Element Analysis for Subgrade Consolidation Settlement in Soft Soil“. Applied Mechanics and Materials 448-453 (Oktober 2013): 1256–59. http://dx.doi.org/10.4028/www.scientific.net/amm.448-453.1256.
Der volle Inhalt der QuelleAshik, M. Mohamed. „Stabilization of Soft Subgrade Soil with Non-Woven Coir Geotextiles“. International journal of Emerging Trends in Science and Technology 04, Nr. 05 (23.05.2017): 5200–5202. http://dx.doi.org/10.18535/ijetst/v4i5.13.
Der volle Inhalt der QuelleLiu, Song-Yu, Guang-Hua Cai, Guang-Yin Du, Liang Wang, Jiang-Shan Li und Xing-Chen Qian. „Field investigation of shallow soft-soil highway subgrade treated by mass carbonation technology“. Canadian Geotechnical Journal 58, Nr. 1 (Januar 2021): 97–113. http://dx.doi.org/10.1139/cgj-2020-0008.
Der volle Inhalt der QuelleRochim, A., und L. Fitriyana. „Characterization of Subgrade Soil of Lowland Areas of Semarang City“. IOP Conference Series: Earth and Environmental Science 971, Nr. 1 (01.01.2022): 012034. http://dx.doi.org/10.1088/1755-1315/971/1/012034.
Der volle Inhalt der QuelleSong, Bi Hong, Chun Ming Wang, Shu Guang Wang, Jian Hua Chen und Lu Ke. „Soft Soil Subgrade Vacuum Preloading Consolidation Deformation Analysis of Large Rigid Foundation“. Advanced Materials Research 1095 (März 2015): 556–60. http://dx.doi.org/10.4028/www.scientific.net/amr.1095.556.
Der volle Inhalt der QuelleWang, Jiang, und Long Cai Yang. „Measures and Mechanism of Reinforcement of Soft Subgrade of High Speed Railway in Operation“. Applied Mechanics and Materials 353-356 (August 2013): 866–71. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.866.
Der volle Inhalt der QuelleDissertationen zum Thema "Soft subgrade soil"
Khoueiry, Nicole. „Study of granular platforms behaviour over soft subgrade reinforced by geosynthetics : Experimental and numerical approaches“. Thesis, Lyon, 2020. http://www.theses.fr/2020LYSEI027.
Der volle Inhalt der QuelleGeosynthetics were used since 1970 in the base course reinforcement supported by soft subgrade in unpaved road application. The various factors and parameters influencing the dominant mechanism and its relative contribution on the platform improvement explain the need of more investigations in this topic. In this research work, large-scale laboratory test was developed to study the reinforcement contribution in the unpaved road improvement. Therefore, an unpaved platform was built of 600 mm of artificial subgrade supporting a base course layer. A detailed experimental Protocol was established regarding the soil preparation, the installation and the soils compaction procedure to reproduce the site conditions and insure the platform repeatability for each test. Three geosynthetics were tested first under a cyclic plate load test. Cyclic load was performed on the prepared platform, with a maximum load of 40 kN resulting in a maximum applied pressure of 560 kPa. The platform was subjected to 10,000 cycles with a frequency of 0.77 Hz. An advanced and complete soil instrumentation was provided in order to collect the maximum data needed for thorough analysis. Quality control tests were performed before each test to verify the soil layers homogeneity and properties. Two base course thicknesses were tested under this test condition, 350 and 220 mm. Once the developed protocol was confirmed under the circular plate load tests, further tests using the Simulator Accelerator of Traffic (SAT) were performed. Indeed, the laboratory prepared platform was placed in a larger box of 1.8 m in large, 5 m in length and 1.1 m in height. The prepared platform was subjected to two solicitations: a particular plate and traffic load. The Simulator Accelerator of Traffic was developed specially for this application. A machine that simulates the traffic load under an effective length of 2 m and a velocity of 4 km/h. The two areas were instrumented: the area under the circulation load, and the area under the plat load, located aside. In addition, a numerical model based on the differential element method using FLAC 3D was developed. The model simulated the circular plate load test with the same platform configuration under monotonic load. The results were compared to the first monotonic load applied on the rigid plate experimentally
Dong, K., D. P. Connolly, O. Laghrouche, P. K. Woodward und Costa P. Alves. „The stiffening of soft soils on railway lines“. Elsevier, 2018. https://publish.fid-move.qucosa.de/id/qucosa%3A73234.
Der volle Inhalt der QuelleGeiman, Christopher Matthew. „Stabilization of Soft Clay Subgrades in Virginia Phase I Laboratory Study“. Thesis, Virginia Tech, 2005. http://hdl.handle.net/10919/32499.
Der volle Inhalt der QuelleMaster of Science
Abou, Chaz Nisrine. „Etudes expérimentale et numérique des plateformes granulaires renforcées par géosynthétiques sur sol mou“. Electronic Thesis or Diss., Université Grenoble Alpes, 2024. http://www.theses.fr/2024GRALI031.
Der volle Inhalt der QuellePoor subgrade quality is a pervasive challenge in the construction of unpaved roads. Geosynthetics (GSYs) have emerged as innovative solutions since their initial usage in the late 1970s. Depending on the type of GSY employed, they can fulfil one or several roles, including separation, reinforcement by tensioned membrane effects, and stabilization by interlocking and/or friction at the soil-GSY interface. Few design methods exist in the literature to quantify these mechanisms, but they have limitations due to their calibration on specific GSY and soil parameters and, at times, under static rather than cyclic loading conditions. The various factors and parameters that influence the dominant mechanism and its corresponding contribution to platform enhancement underscore the necessity for further exploration in this area.To address this persistent issue, a series of experimental and numerical studies were conducted. The experimental part studied the performance of reinforcement under cyclic vertical and traffic loadings using two woven geotextiles (GTXs) with two different tensile stiffness and two base course thicknesses. Additionally, alongside the experimentation, a numerical model coupling the discrete element method and the finite element method (using Software-Defined Edge Computing) was employed. This model aimed to showcase the impact of GSY and soil parameters on reinforcement performance and provide insights into aspects challenging to measure through experimentation.The tested unpaved road sections are composed of a subgrade layer with a CBR around 1% covered by a compacted base course layer with thickness of 300 mm or 500 mm. The GTXs are placed at the interface between the subgrade and the base course layers. The results showed that the 500 mm base course reinforced platform did not exhibit reinforcement effects under vertical cyclic loading. However, the use of a 300 mm base course with GTX significantly reduced settlement compared to an unreinforced base course of the same thickness (300 mm) and to the thicker base course (500 mm). The most important improvement was observed with the highest-stiffness GTX. Moreover, three tests were performed under traffic loading applying by the Simulator Accelerator of Traffic (SAT). It was shown that traffic loading exerted greater deformation in the base course layer compared to vertical loading, but definitive conclusion can hardly be reached about the comparison between reinforced and unreinforced platform.In the numerical model, a behavioural law (1D) was integrated, considering the variation of the soil reaction modulus during loading and unloading phases and with cycles, and describing the transition of the soil from plastic to quasi-elastic behavior. In addition, the purely frictional base course layer revealed its incapacity to sustain the loading applied in the experimental. This inherent limitation prompted the incorporation of adhesion between soil particles to rectify this shortcoming in load-bearing capacity. Once calibrated the numerical model proved capable of accurately replicating the behavior of GTX-reinforced platforms in the first cycle and with cycles. It facilitated a quantification of the GTX friction effort and GTX tension effort with cycles. Initially, frictional forces outweighed the tensioned membrane effect, but as deflection increased with cycles, the latter became more prominent. This dynamic highlighted a diminishing dominance of the soil confinement mechanism with cycles, giving way to the increasing significance of the membrane effect. Furthermore, the subgrade softness, the GTX rigidity, the mattress-GTX interface parameters and the base course mechanical parameters influenced the behavior of the model
Acosta, Hector A. „Stabilization of soft subgrade soils using fly ash“. 2002. http://catalog.hathitrust.org/api/volumes/oclc/50873191.html.
Der volle Inhalt der QuelleTypescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 120-125).
Bücher zum Thema "Soft subgrade soil"
Zhu, Hanhua, Zhijun Wu, Mengchong Chen und Yongli Zhao. Controlling Differential Settlement of Highway Soft Soil Subgrade. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-0722-5.
Der volle Inhalt der QuelleWattanasanticharoen, Ekarin. Investigations to evaluate the performance of four selected stabilization methods on soft subgrade soils of southeast Arlington. Ann Arbor, Mich: UMI, 2002.
Den vollen Inhalt der Quelle findenWu, Zhijun, Hanhua Zhu, Mengchong Chen und Yongli Zhao. Controlling Differential Settlement of Highway Soft Soil Subgrade: A New Method and Its Engineering Applications. Springer, 2018.
Den vollen Inhalt der Quelle findenBuchteile zum Thema "Soft subgrade soil"
Zhu, Hanhua, Zhijun Wu, Mengchong Chen und Yongli Zhao. „Analysis of Differential Settlement of Highway Soft Soil Subgrade“. In Controlling Differential Settlement of Highway Soft Soil Subgrade, 3–6. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0722-5_1.
Der volle Inhalt der QuelleZhu, Hanhua, Zhijun Wu, Mengchong Chen und Yongli Zhao. „Practical Design Method for the Soft Soil Highway Subgrade“. In Controlling Differential Settlement of Highway Soft Soil Subgrade, 43–62. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0722-5_8.
Der volle Inhalt der QuelleZhu, Hanhua, Zhijun Wu, Mengchong Chen und Yongli Zhao. „Practice in Treatment of the Bumps at Bridgeheads on the Existing Highway in Taizhou City“. In Controlling Differential Settlement of Highway Soft Soil Subgrade, 81–85. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0722-5_10.
Der volle Inhalt der QuelleZhu, Hanhua, Zhijun Wu, Mengchong Chen und Yongli Zhao. „Practice in Treatment of the Bumps at Bridgeheads on the Highways in Wenzhou City“. In Controlling Differential Settlement of Highway Soft Soil Subgrade, 87–93. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0722-5_11.
Der volle Inhalt der QuelleZhu, Hanhua, Zhijun Wu, Mengchong Chen und Yongli Zhao. „Practice in Treatment of the Bumps at Bridgeheads of the Highways in Ningbo City“. In Controlling Differential Settlement of Highway Soft Soil Subgrade, 95–105. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0722-5_12.
Der volle Inhalt der QuelleZhu, Hanhua, Zhijun Wu, Mengchong Chen und Yongli Zhao. „Overview of Methods for Treating the Differential Settlement of the Soft Soil Highway Subgrade (Including the Bumps at Bridgeheads)“. In Controlling Differential Settlement of Highway Soft Soil Subgrade, 7–11. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0722-5_2.
Der volle Inhalt der QuelleZhu, Hanhua, Zhijun Wu, Mengchong Chen und Yongli Zhao. „Inspirations from the Stability of Ancient Structures“. In Controlling Differential Settlement of Highway Soft Soil Subgrade, 13–17. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0722-5_3.
Der volle Inhalt der QuelleZhu, Hanhua, Zhijun Wu, Mengchong Chen und Yongli Zhao. „Explorations of the Reasonable Structure of the Soft Soil Highway Subgrade and Solutions“. In Controlling Differential Settlement of Highway Soft Soil Subgrade, 19–24. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0722-5_4.
Der volle Inhalt der QuelleZhu, Hanhua, Zhijun Wu, Mengchong Chen und Yongli Zhao. „Comparative Test, Calculation, and Analysis Concerning the Stability and Looseness of the Soft Soil Highway Subgrade“. In Controlling Differential Settlement of Highway Soft Soil Subgrade, 25–29. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0722-5_5.
Der volle Inhalt der QuelleZhu, Hanhua, Zhijun Wu, Mengchong Chen und Yongli Zhao. „Comparative Test and Study of the Strength and Rheological Property of the Soft Soil Subgrade“. In Controlling Differential Settlement of Highway Soft Soil Subgrade, 31–35. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0722-5_6.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Soft subgrade soil"
He, Kefei, Jiachun Li und Weiping Tian. „Analysis of soft soil subgrade construction“. In 5th International Conference on Civil Engineering and Transportation. Paris, France: Atlantis Press, 2015. http://dx.doi.org/10.2991/iccet-15.2015.252.
Der volle Inhalt der QuelleYin, Yong, und Xiao-jun Yu. „Research on Applying Glass Fiber Cement Soil to Strengthen Soft Soil Subgrade“. In GeoHunan International Conference 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41044(351)2.
Der volle Inhalt der QuelleTannoury, George A., und Steven D. Schrock. „Introduction to Chemical Stabilization of Unstable Trackbeds“. In 2016 Joint Rail Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/jrc2016-5779.
Der volle Inhalt der QuelleSun, Yujie, und Haibo Liu. „Study on Composite Geosynthetic-Reinforced Method of Soft Soil Subgrade“. In 19th COTA International Conference of Transportation Professionals. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482292.095.
Der volle Inhalt der QuelleTang, Xiaochao, Shelley Stoffels und Angelica M. Palomino. „Mechanistic-Empirical Performance Prediction of Geogrid-Modified Soft Soil Subgrade“. In Geo-Congress 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.297.
Der volle Inhalt der QuelleZhao, Zhong-Cheng, Yao Shan, Long-Cai Yang und Li Su. „Subgrade Settlement Prediction of a Tram Track in Soft Soil Areas“. In 17th COTA International Conference of Transportation Professionals. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784480915.135.
Der volle Inhalt der QuelleZhang, Chunmei, und Lijuan Liang. „The method to reduce the post-construction settlement of soft soil subgrade“. In 5th International Conference on Advanced Design and Manufacturing Engineering. Paris, France: Atlantis Press, 2015. http://dx.doi.org/10.2991/icadme-15.2015.230.
Der volle Inhalt der QuelleAbu-Farsakh, Murad, Shadi Hanandeh, Xiaochao Tang und Qiming Chen. „Sustainability Evaluation of Geosynthetic Stabilized Soft Subgrade Soil in Unpaved Test Sections“. In Geo-Chicago 2016. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784480137.065.
Der volle Inhalt der QuelleHasyimi, T., und S. Syahril. „Improvement of Soft Soil for Subgrade Stabilized with Emulsified Asphalt and Tailing“. In 2nd International Seminar of Science and Applied Technology (ISSAT 2021). Paris, France: Atlantis Press, 2021. http://dx.doi.org/10.2991/aer.k.211106.074.
Der volle Inhalt der Quelle„Discussion based on the Technology Treatment of Soft Soil Subgrade in Highway Construction“. In 2020 International Conference on Computer Science and Engineering Technology. Scholar Publishing Group, 2020. http://dx.doi.org/10.38007/proceedings.0000847.
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