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Titlebook: Advances in Reinforced Soil Structures; Proceedings of the 1 Sanjay Kumar Shukla,Erol Guler Conference proceedings 2018 The Editor(s) (if a

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樓主
發(fā)表于 2025-3-21 17:41:27 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
期刊全稱Advances in Reinforced Soil Structures
期刊簡(jiǎn)稱Proceedings of the 1
影響因子2023Sanjay Kumar Shukla,Erol Guler
視頻videohttp://file.papertrans.cn/150/149558/149558.mp4
發(fā)行地址Presents the concepts in simple and plain English.Includes description of several reinforced soil structures.Focuses on research advances.Discuses field experience through case studies.Covers both geo
學(xué)科分類Sustainable Civil Infrastructures
圖書封面Titlebook: Advances in Reinforced Soil Structures; Proceedings of the 1 Sanjay Kumar Shukla,Erol Guler Conference proceedings 2018 The Editor(s) (if a
影響因子.Soil reinforcement is a very useful technique to construct several cost-effective soil structures in an environmentally friendly and sustainable manner. The most commonly used reinforcement materials are galvanised steel strips, geosynthetics in the form of woven geotextiles, geogrids and geocomposites, and fibres from natural and waste products. In recent years, there have been advances in the area of soil reinforcement, especially in the utilization of the technique in field projects. The researchers have also been working to understand the behaviour of reinforced soil considering the field challenges of reinforced soil structures.. . .This edited volume contains contributions on advances in reinforced soil structures, mainly flexible pavements, footings, embankments, stone columns/piles, and slopes, as covered in the subject areas of geosynthetic engineering and fibre-reinforced soil engineering. The first paper by Ioannis N. Markou presents the details of sand-geotextile interaction based on interface tests with conventional and large-scale direct shear equipment. The second paper by Atef Ben Othmen and Mounir Bouassida examines the interface properties of geosynthetic reinfor
Pindex Conference proceedings 2018
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沙發(fā)
發(fā)表于 2025-3-21 20:32:18 | 只看該作者
Consideration of Geosynthetic Tension in Interpretation of Data from Inclined Plane Tests,ndardized procedure proposed by the European standard (EN ISO 12957-2 .) for the determination of geosynthetic interface friction properties has been proven by many recent researches available in the literature..These researches demonstrated the need for revising the standard displacement procedure
板凳
發(fā)表于 2025-3-22 03:42:07 | 只看該作者
Stress-Strain Behaviour of Sand with Disc Plate Shaped Reinforcement, horizontal layers. The percentages of reinforcement used were 5%, 4%, 2%, 1% and 0.5%. The solid plates were placed horizontally in five layers in all the tests. Again the triaxial compression tests were repeated by using the perforated circular aluminium plates as horizontal reinforcement instead
地板
發(fā)表于 2025-3-22 06:47:55 | 只看該作者
Swelling and Shrinkage Behaviour of Expansive Soil Blended with Lime and Fibres,they absorb water and shrink when water evaporates from them during the summer season. Because of this dual swell-shrink behaviour, an expansive soil causes severe distress to many civil engineering structures. Several mitigating techniques are adopted to counteract the problems posed by the expansi
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發(fā)表于 2025-3-22 09:12:58 | 只看該作者
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發(fā)表于 2025-3-22 14:36:15 | 只看該作者
Comparison of Geotextile-Reinforced and Geogrid-Reinforced Flexible Pavements by Numerical Analysesd building material. Their use provides excellent economic alternatives to conventional solutions to many engineering problems. Therefore, students and practicing engineers need exposure to the fundamentals of geosynthetics as a building material. The Geosynthetics is a generic term for all syntheti
7#
發(fā)表于 2025-3-22 18:03:11 | 只看該作者
Study on Square Footing Resting on Prestressed Geotextile Reinforced Sand, size 120?cm?×?50?cm?×?50?cm and square footing of size 10?cm are used. The effect of reinforcement with geotextile of sizes 20?cm?×?20?cm, 30?cm?×?30?cm and 40?cm?×?40?cm below footing at different depth of placement were studies through a series of laboratory model tests. The effects of prestressi
8#
發(fā)表于 2025-3-22 21:48:59 | 只看該作者
Numerical Studies on Ground Improvement Using Geosynthetic Reinforced Sand Layer,onstruction of deep foundations or use of ground improvement techniques. Soil reinforcement is a popular and widely used ground improvement technique. Shallow foundations resting on geosynthetics reinforced sand layer is a cost effective and feasible construction technique. Since the geosynthetics a
9#
發(fā)表于 2025-3-23 03:13:30 | 只看該作者
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發(fā)表于 2025-3-23 09:03:38 | 只看該作者
Soft Soil Improvement with Conventional and Geogrid-Encased Stone Piles Under an Embankment, technique have been utilized in soft soil to increase the bearing capacity and accelerates the consolidation. To improve the reinforcement and the drainage functions of the stone piles, the geosynthetic are used as encasement. In the current research, a case history of an embankment constructed on
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