Relevant bibliographies by topics / GEOGRID REINFORCED CLAY

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'GEOGRID REINFORCED CLAY'

Author: Grafiati
Published: 11 September 2023

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Journal articles on the topic "GEOGRID REINFORCED CLAY"

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Liangsunthonsit, Anubud, Pakkapon Jaroonrat, Jiratchaya Ayawanna, Weerawut Naebpetch, and Salisa Chaiyaput. "Evaluation of Interface Shear Strength Coefficient of Alternative Geogrid Made from Para Rubber Sheet." Polymers 15, no. 7 (2023): 1707. http://dx.doi.org/10.3390/polym15071707.

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In this work, elastic natural rubber compound sheet (RCS) and ribbed smoked sheet grade 3 (RSS) were studied as alternative replacements for polymer geogrid for soil reinforcement. In order to investigate the reinforcing effectiveness in three distinct environments using the interface shear strength coefficient (Rin) by the large-scale direct shear test, the RSS and RCS geogrids were installed independently in sand, lateritic soil, and clay. Using either an RSS geogrid or RCS geogrid, the average Rin is progressively smaller in reinforced sand, lateritic soil, and clay, respectively. Higher te
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Sharma, Radhey S., BR Phani Kumar, and G. Nagendra. "Compressive load response of granular piles reinforced with geogrids." Canadian Geotechnical Journal 41, no. 1 (2004): 187–92. http://dx.doi.org/10.1139/t03-075.

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Results are presented from a series of tests performed to investigate improvement in load-carrying capacity and reduction in bulging of a granular pile in soft clay by geogrid reinforcement. The study revealed an increase in the load-carrying capacity of geogrid-reinforced piles. The engineering behaviour improved with an increase in the number of geogrids and a decrease in the spacing between them. The bulge diameter and bulge length decreased due to the incorporation of geogrid reinforcement.Key words: granular pile, geogrids, composite ground, load-carrying capacity, bulging.
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Kolay, P. K., S. Kumar, and D. Tiwari. "Improvement of Bearing Capacity of Shallow Foundation on Geogrid Reinforced Silty Clay and Sand." Journal of Construction Engineering 2013 (June 19, 2013): 1–10. http://dx.doi.org/10.1155/2013/293809.

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The present study investigates the improvement in the bearing capacity of silty clay soil with thin sand layer on top and placing geogrids at different depths. Model tests were performed for a rectangular footing resting on top of the soil to establish the load versus settlement curves of unreinforced and reinforced soil system. The test results focus on the improvement in bearing capacity of silty clay and sand on unreinforced and reinforced soil system in non-dimensional form, that is, BCR. The results show that bearing capacity increases significantly with the increased number of geogrid la
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Invernizzi, Stefano. "Numerical Simulation of Geogrid Reinforced Adobe Walls." Key Engineering Materials 817 (August 2019): 73–79. http://dx.doi.org/10.4028/www.scientific.net/kem.817.73.

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The paper describes the finite element model simulation of reinforced adobe walls to assess the feasibility of an innovative strengthening technique for earthen constructions, which improves the seismic performance. The retrofitting technique is based on the application of geogrids on both sides of the earthen wall. The geogrid is comprised in the mud plaster layer, which is applied to the wall surface in two steps. No additional connections are put in place, and the connection between the geogrid and the wall is granted exclusively by the mud plaster. The numerical simulation accounted for th
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Zhu, Xu Fen, Jun Yang Wei, Bao Tian Wang, and Yong Li Zhang. "Test Study on Interface Properties between Different Geogrids and Clay." Applied Mechanics and Materials 496-500 (January 2014): 2411–15. http://dx.doi.org/10.4028/www.scientific.net/amm.496-500.2411.

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With the rapid development of reinforced earth technology, different reinforced materials are also gradually applied to Reinforced earth. In this paper, we focus on the need for the study of interface characteristics between different reinforced materials and clay, by making indoor drawing test with two kinds of reinforced materials commonly used in engineering and the same clay. The test results show that: the drawing strength between the two reinforced materials and clay both increase with the normal stress increasing, both of their strength envelopes are straight lines; In the drawing test
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Cui, Lan, Wenzhao Cao, Qian Sheng, Mingxing Xie, Tao Yang, and Ping Xiao. "Analysis of Layered Geogrids–Sand–Clay Reinforced Structures under Triaxial Compression by Discrete Element Method." Applied Sciences 11, no. 21 (2021): 9952. http://dx.doi.org/10.3390/app11219952.

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Compared with the commonest geosynthetics-reinforced soil structures, layered geogrids–sand–clay reinforced (LGSCR) structures (School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang 110870, China) can replace granular materials with clay as the primary backfill material. Up until now, the performance of LGSCR structures under triaxial compression has been unclear. In this paper, the discrete element method was used to simulate the triaxial compression test on the LGSCR samples. Based on the particle flow software PFC3D, three types of cluster particle-simula
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Mandal, J. N., and H. S. Sah. "Bearing capacity tests on geogrid-reinforced clay." Geotextiles and Geomembranes 11, no. 3 (1992): 327–33. http://dx.doi.org/10.1016/0266-1144(92)90007-w.

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Sun, Jian Cheng, Zi Jia, and Cheng Zhi Xiao. "Pullout Tests Study on Performance of Interface between Geogrid and Soil." Advanced Materials Research 446-449 (January 2012): 1661–65. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1661.

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The interface interaction between geogrid and soil is one of key issues on stability of geosynthetic-reinforced soil structures. Comparative analysis of properties of geogrid-clay interface under the different kinds of geogrid, different normal stresses, speeds of pullout and water contents of clay are conducted by medium-sized pullout tests. The tests results showed that ultimate pullout force of geogrid, interfacial cohesion and frictional coefficient are significantly affected by various water contents of clay. Ultimate pullout forces of geogrid tending to remarkably difference when subject
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Xu, Sifa, Cuifeng Li, Jizhuang Liu, et al. "Deformation and Hydraulic Conductivity of Compacted Clay under Waste Differential Settlement." Processes 6, no. 8 (2018): 123. http://dx.doi.org/10.3390/pr6080123.

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Landfill is still the most important process to dispose of municipal solid waste in China, while landfill closure aims for pollution control, security control, and better land reuse. However, uneven settlement of landfill cover system is very likely to cause deformation and cracking. The objective of this paper is to examine the effects of geogrid reinforcement on the deformation behaviour and hydraulic conductivity of the bentonite-sand mixtures that are subjected to differential settlement. The laboratory model tests were performed on bentonite-sand mixtures with and without the inclusion of
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Jia, Xingli, Jinliang Xu, and Yuhai Sun. "Deformation Analysis of Reinforced Retaining Wall Using Separate Finite Element." Discrete Dynamics in Nature and Society 2018 (September 5, 2018): 1–9. http://dx.doi.org/10.1155/2018/6946492.

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In order to reveal the main factors affecting the deformation of reinforced soil retaining wall and the influence of various factors on the deformation, the constitutive relation is discretized into four aspects of soil, geogrid, wall panel, and contact surface, and discrete element matrices are, respectively, constructed, with the method of separate finite element. Based on the finite element geotechnical analysis technology platform, the deformation analysis model of reinforced soil retaining wall is established. Taking the modulus of foundation soil as the influencing factor of the foundati
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Dissertations / Theses on the topic "GEOGRID REINFORCED CLAY"

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KUMAR, PARVEEN. "INFLUENCE OF DEGREE OF COMPACTION AND SURCHARGE ON CBR VALUE OF GEOGRID REINFORCED CLAY AND SANDY SOILS." Thesis, 2016. http://dspace.dtu.ac.in:8080/jspui/handle/repository/15152.

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As the many constructions activity are to be done in different fields under many government schemes. There is huge need arise to economize the construction cost and cost of material. The subgrade is that part of soil which supports the many types of footing and also carries the load from superstructure. As at every place good quality of subgrade is not available, so there is need to improve the quality of weak subgrade. Either we replace it completely and fill it with good quality of material or improve the engineering property of subgrade by using ad mixer or by using the polymer just l
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Pathak, Yadav Prasad. "Experimental and Numerical Studies of Geosynthetic-reinforced Clays and Silts under Environmental induced Swelling." 2009. http://hdl.handle.net/1993/3203.

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Current design guidelines for reinforced soil walls and slopes recommend the use of granular soils such as gravels and sands as select fills. Cost savings could potentially be realized by using on-site clays and silts. Some clays are swelling and silts are frost susceptible. When considering the use of swelling clays and frost susceptible silts as fills, environmental loading due to swelling-shrinkage and freeze-thaw effects from environmental changes could become a design issue. To examine the hypothesis that consideration of environmental loading during design will produce improvements in
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Saride, Sireesh. "Behaviour Of Geocell Reinforced Foundation Beds." Thesis, 2005. https://etd.iisc.ac.in/handle/2005/1489.

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Saride, Sireesh. "Behaviour Of Geocell Reinforced Foundation Beds." Thesis, 2005. http://etd.iisc.ernet.in/handle/2005/1489.

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Hegde, Amarnath. "Ground Improvement using 3D-Cellular Confinement Systems : Experimental and Numerical Studies." Thesis, 2014. http://etd.iisc.ac.in/handle/2005/2993.

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The various aspects of the 3D cellular confinement systems (geocells) subjected to static loading are comprehensively studied with the help of experimental and numerical studies. The performances of the geocells were separately studied in both sand and clay beds. Laboratory tests were performed on single as well as multiple cells. The behavior of 3D-cells made of different materials such as Novel polymeric alloy, geogrids and bamboo were compared. Moreover, the performances of the geocells were compared with other forms of geosynthetic reinforcements namely, geogrids and the combination of geo
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Hegde, Amarnath. "Ground Improvement using 3D-Cellular Confinement Systems : Experimental and Numerical Studies." Thesis, 2014. http://etd.iisc.ernet.in/handle/2005/2993.

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The various aspects of the 3D cellular confinement systems (geocells) subjected to static loading are comprehensively studied with the help of experimental and numerical studies. The performances of the geocells were separately studied in both sand and clay beds. Laboratory tests were performed on single as well as multiple cells. The behavior of 3D-cells made of different materials such as Novel polymeric alloy, geogrids and bamboo were compared. Moreover, the performances of the geocells were compared with other forms of geosynthetic reinforcements namely, geogrids and the combination of geo
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Book chapters on the topic "GEOGRID REINFORCED CLAY"

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Keerthana, C., M. P. Vibhoosha, and Anjana Bhasi. "Numerical Analyses of Geogrid Reinforced Embankment Over Soft Clay." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5644-9_28.

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Zhou, Yuanyuan, Zhenming Shi, Qingzhao Zhang, and Songbo Yu. "Numerical Simulation Analysis of Geogrid-Reinforced Embankment on Soft Clay." In Proceedings of GeoShanghai 2018 International Conference: Ground Improvement and Geosynthetics. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0122-3_42.

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Mittal, Akshit, and Amit Kumar Shrivastava. "Numerical Optimization of Settlement in Geogrid Reinforced Landfill Clay Cover Barriers." In Numerical Optimization in Engineering and Sciences. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-3215-3_8.

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Sitharam, T. G., and Akash Gupta. "Interference Effect of Footings on Geocell and Geogrid-Reinforced Clay Beds." In Geocells. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6095-8_7.

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Sudheer Kumar, J., and Sumanav Wadhwa. "Influence of Strip Footing Resting on Geogrid Reinforced Induction Furnace Slag Beneath Silty Clay." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7010-6_16.

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Raghuram, A. S. S., B. R. Phanikumar, and A. S. Rao. "Load Carrying Capacity of Expansive Clay Beds Reinforced with Geogrid-Encased Granular Pile-Anchors." In Sustainable Civil Infrastructures. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01944-0_4.

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Fattah, Mohammed Y., Mahmood R. Mahmood, and Mohammed F. Aswad. "Experimental and Numerical Behavior of Railway Track Over Geogrid Reinforced Ballast Underlain by Soft Clay." In Sustainable Civil Infrastructures. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61627-8_1.

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Jones, B. R., and J. L. Van Rooy. "Behaviour of a Thin Compressible Clay Horizon Under Geogrid Reinforced Sand with a Wide Platform Load." In Engineering Geology for Society and Territory – Volume 4. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-08660-6_10.

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Sai Raghuram, Ammavajjala Sesha, B. R. Phanikumar, K. Purnanandam, Preethi Sekar, and A. Sriramarao. "Heave Studies on Expansive Clay Beds Reinforced with Granular Pile Anchors and Geogrid-Encased Granular Pile Anchors." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-3662-5_15.

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Jala, Sudheer Kumar, Sudhanshu Sharma, and Aijaz H. Bhat. "Effect of Sand Blanket Reinforced with Geogrid Over the Stone Column in Compressible Clay Soils: 3D Numerical Study." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-4739-1_36.

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Conference papers on the topic "GEOGRID REINFORCED CLAY"

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Roy, Subinay Saha, and Kousik Deb. "Influence of Footing Interference on Bearing Capacity Improvement for Geogrid-Reinforced Sand Bed Underlain by Soft Clay." In Eighth International Conference on Case Histories in Geotechnical Engineering. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482087.030.

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Cavers, Drummond S., and Edward A. McClarty. "Use of Surface Pipeline Segments to Mitigate Slide Problems on the Fort Nelson Natural Gas Mainline." In 1998 2nd International Pipeline Conference. American Society of Mechanical Engineers, 1998. http://dx.doi.org/10.1115/ipc1998-2019.

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Skid mounted surface pipelines have been used to cross four major creek valleys on the Westcoast Energy 762 mm Fort Nelson mainline where very large deep-seated slides are progressively failing. The surface pipeline segments range up to 2.2 km long and were used to cross very large slides on the creek approach slopes, or in one case, down valley sliding of the valley floor, which had resulted in major operational problems for the originally buried pipelines. The surface pipeline segments were used for slides where there were no other options for a conventional buried pipeline. During the studi
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