標(biāo)題: Titlebook: Advances in Reinforced Soil Structures; Proceedings of the 1 Sanjay Kumar Shukla,Erol Guler Conference proceedings 2018 The Editor(s) (if a [打印本頁] 作者: Daidzein 時間: 2025-3-21 17:41
書目名稱Advances in Reinforced Soil Structures影響因子(影響力)
書目名稱Advances in Reinforced Soil Structures影響因子(影響力)學(xué)科排名
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書目名稱Advances in Reinforced Soil Structures網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Advances in Reinforced Soil Structures被引頻次
書目名稱Advances in Reinforced Soil Structures被引頻次學(xué)科排名
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書目名稱Advances in Reinforced Soil Structures年度引用學(xué)科排名
書目名稱Advances in Reinforced Soil Structures讀者反饋
書目名稱Advances in Reinforced Soil Structures讀者反饋學(xué)科排名
作者: 圓木可阻礙 時間: 2025-3-21 20:32
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 作者: connoisseur 時間: 2025-3-22 03:42
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 作者: ADORN 時間: 2025-3-22 06:47
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作者: Canyon 時間: 2025-3-22 09:12 作者: Mingle 時間: 2025-3-22 14:36
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作者: 使成核 時間: 2025-3-22 18:03
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作者: sclera 時間: 2025-3-22 21:48
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作者: 古老 時間: 2025-3-23 03:13 作者: Antagonist 時間: 2025-3-23 09:03
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 作者: fender 時間: 2025-3-23 13:43 作者: grudging 時間: 2025-3-23 15:19
,Case Study on GeoTrel? Reinforced Earth? Steepened Slopes on Soft Founding Soils for the Approach oe horizontal for the approach of major bridge over river Kaljani in West Bengal, India. The maximum height of the steep slope walls is 9m at the abutment location. The soft founding soil has been improved by soil replacement at a requisite design depth followed by providing inclusions of Geostrap? b作者: 刺激 時間: 2025-3-23 21:19
Prediction of Ultimate Bearing Capacity of Eccentrically Loaded Rectangular Foundations Using ANN,d to determine the ultimate bearing capacity. The depth of embedment varies from 0 to . with an increment of 0.5.; where . is the width of foundation and the eccentricity ratio (./.) was varied from 0 to 0.15 with increments of 0.05. Based on the laboratory model test results, a neural network model作者: gnarled 時間: 2025-3-23 22:36
2366-3405 scuses field experience through case studies.Covers both geo.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, geosynthet作者: 鞭打 時間: 2025-3-24 04:06 作者: Optometrist 時間: 2025-3-24 09:11 作者: 雇傭兵 時間: 2025-3-24 13:35
Study on Square Footing Resting on Prestressed Geotextile Reinforced Sand,ng the geotextile on bearing capacity improvement and settlement reduction of a reinforced sand bed are also being investigated. The study also highlights the effect of size of geotextile and placement of geotextile below footing on load-settlement characteristics.作者: Parameter 時間: 2025-3-24 16:02
Heike Adel,Ehsaneddin Asgari,Hinrich Schützeg the construction of this project. Another key feature in utilizing this technology over concrete panel or block facing was savings in construction time span and known as ‘ready to install’ technology. The project has saved the client time and money over conventional rigid retaining wall structures in such cases.作者: Pcos971 時間: 2025-3-24 19:57
Conference proceedings 2018er. 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 utili作者: reject 時間: 2025-3-24 23:47 作者: Foregery 時間: 2025-3-25 04:08
https://doi.org/10.1007/3-540-44686-9ped in the neural network model, to determine the direct or inverse effect of input parameters to the output. An ANN model equation is developed based on trained weights of the neural network model. The results from artificial neural network (ANN) were compared with the laboratory model test results and these results are in good agreement.作者: Indelible 時間: 2025-3-25 09:23
Feasibility of Utilization of Metalized Plastic Waste in Cohesionless Soil, up to 1.5% by weight. Beyond 1.5% of addition of MPW flakes reduced the shear strength. However, the experimental study demonstrated the feasibility for a sustainable utilization of MPW in cohesionless soil. Soil reinforced with MPW could be used for the civil engineering applications where shear strength enhancement is required.作者: genuine 時間: 2025-3-25 13:38 作者: CLEFT 時間: 2025-3-25 19:20
Sam Bigeard,Frantz Thiessard,Natalia Grabarional and the large-scale shear box are in good agreement. Therefore, the 100?mm shear box is satisfactory for testing materials like those used in the present investigation. The values of friction coefficient, ., at the sand – geotextile interface are affected by the geotextile type and range from 作者: 憤慨一下 時間: 2025-3-25 23:10
Sam Bigeard,Frantz Thiessard,Natalia Grabared by a method known from the literature..Then, interface friction angles were determined according to a new method called “tension procedure” which considers the measurement of the tension developed by the geosynthetic reinforcement during inclined plane tests..Compared to previous data, the propos作者: 發(fā)出眩目光芒 時間: 2025-3-26 03:30
Malek Lhioui,Kais Haddar,Laurent Romary ratio was also found to be less. It was also observed that there was an increase in the tangent modulus with increase in percentage of reinforcement at higher confining pressure when aluminium was used as a disc shaped plate reinforcement.作者: dissent 時間: 2025-3-26 04:52
Malek Lhioui,Kais Haddar,Laurent Romaryferent proportions to study the swelling and shrinkage behavior of expansive soils. Swell tests were performed by varying the fibre content and lime with expansive soils. Tests were also conducted by blending fibres and lime together with expansive soils. In a similar way, shrinkage tests were also 作者: sebaceous-gland 時間: 2025-3-26 09:21 作者: iodides 時間: 2025-3-26 15:33 作者: Coronary 時間: 2025-3-26 19:55 作者: Palate 時間: 2025-3-26 21:43
Lecture Notes in Computer Scienceing geogrid reinforcement, a load transfer platform (LTP), and timber elements to control settlement and enhance slope stability. Where thinner organic soils were encountered, staged construction and a monitoring program were implemented to design and construct the proposed embankment.作者: 歹徒 時間: 2025-3-27 05:00
Murathan Kurfal?,Ahmet üstün,Burcu Can this diagram, whether direct or inverse relationships exist between the input and output parameters was determined. The results from artificial neural network (ANN) were compared with the laboratory model test results and the agreement is good.作者: 租約 時間: 2025-3-27 06:54
,Direct Shear Testing of Sand – Geotextile Interfaces,ional and the large-scale shear box are in good agreement. Therefore, the 100?mm shear box is satisfactory for testing materials like those used in the present investigation. The values of friction coefficient, ., at the sand – geotextile interface are affected by the geotextile type and range from 作者: 命令變成大炮 時間: 2025-3-27 10:37
Consideration of Geosynthetic Tension in Interpretation of Data from Inclined Plane Tests,ed by a method known from the literature..Then, interface friction angles were determined according to a new method called “tension procedure” which considers the measurement of the tension developed by the geosynthetic reinforcement during inclined plane tests..Compared to previous data, the propos作者: 膠水 時間: 2025-3-27 14:04 作者: florid 時間: 2025-3-27 18:52
Swelling and Shrinkage Behaviour of Expansive Soil Blended with Lime and Fibres,ferent proportions to study the swelling and shrinkage behavior of expansive soils. Swell tests were performed by varying the fibre content and lime with expansive soils. Tests were also conducted by blending fibres and lime together with expansive soils. In a similar way, shrinkage tests were also 作者: Noctambulant 時間: 2025-3-27 23:14
Comparison of Geotextile-Reinforced and Geogrid-Reinforced Flexible Pavements by Numerical Analysesde PLAXIS V8. The latter is based on the principle of finite elements, this criterion will help us to better understand the behavior of the pavement structure and the ground vis-à-vis the parameter analysis of stress and strain. The principle of this analysis is based on a comparison designed paveme作者: Corral 時間: 2025-3-28 05:29 作者: 遺棄 時間: 2025-3-28 10:17
Soft Soil Improvement with Conventional and Geogrid-Encased Stone Piles Under an Embankment,e is a good agreement between the FEM results and the field measurements of the reinforced soft soil with conventional stone piles. The 3D and the axisymmetric models induces better agreement with field measurements than that of the plane strain model. The reinforced soft soil with encased stone pil作者: 在前面 時間: 2025-3-28 13:57 作者: abduction 時間: 2025-3-28 18:28 作者: abnegate 時間: 2025-3-28 19:35 作者: 無瑕疵 時間: 2025-3-29 01:56
Conference proceedings 2018 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作者: 眼界 時間: 2025-3-29 06:12
https://doi.org/10.1007/978-3-319-63570-5Geosynthetics; Fibres; Reinforcement; Reinforced Soil; Geotechnical Engineering作者: Affectation 時間: 2025-3-29 10:23
978-3-319-63569-9The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl作者: 多余 時間: 2025-3-29 11:32 作者: 確定 時間: 2025-3-29 17:31
Sustainable Civil Infrastructureshttp://image.papertrans.cn/a/image/149558.jpg作者: 龍蝦 時間: 2025-3-29 19:52
Advances in Reinforced Soil Structures978-3-319-63570-5Series ISSN 2366-3405 Series E-ISSN 2366-3413 作者: 諄諄教誨 時間: 2025-3-30 01:44
Sam Bigeard,Frantz Thiessard,Natalia Grabarimentally by conducting interface tests with conventional and large-scale direct shear equipment. Four clean uniform sands, one with subangular grains and three with rounded grains of different sizes were tested in dry and dense condition. Seven non-woven polypropylene geotextiles of various types a作者: BILIO 時間: 2025-3-30 04:51 作者: Adherent 時間: 2025-3-30 10:32 作者: Silent-Ischemia 時間: 2025-3-30 13:05 作者: neutralize 時間: 2025-3-30 18:39 作者: 小爭吵 時間: 2025-3-30 21:15
https://doi.org/10.1007/978-3-319-75477-2d 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作者: 袋鼠 時間: 2025-3-31 04:52 作者: Root494 時間: 2025-3-31 06:05
Henning Wachsmuth,Mirko Rose,Gregor Engelsonstruction 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作者: 搜集 時間: 2025-3-31 11:01
https://doi.org/10.1007/3-540-44686-9ned load. Based on the laboratory model test results, a neural network model is developed to estimate the reduction factor for bearing capacity. The reduction factor obtained by ANN can be used to estimate the ultimate bearing capacity of a strip foundation subjected to centric inclined load from th
