標題: Titlebook: Geotechnics for Transportation Infrastructure; Recent Developments, Ravi Sundaram,Jagdish Telangrao Shahu,Vasant Havan Conference proceedin [打印本頁] 作者: 他剪短 時間: 2025-3-21 18:26
書目名稱Geotechnics for Transportation Infrastructure影響因子(影響力)
書目名稱Geotechnics for Transportation Infrastructure影響因子(影響力)學科排名
書目名稱Geotechnics for Transportation Infrastructure網絡公開度
書目名稱Geotechnics for Transportation Infrastructure網絡公開度學科排名
書目名稱Geotechnics for Transportation Infrastructure被引頻次
書目名稱Geotechnics for Transportation Infrastructure被引頻次學科排名
書目名稱Geotechnics for Transportation Infrastructure年度引用
書目名稱Geotechnics for Transportation Infrastructure年度引用學科排名
書目名稱Geotechnics for Transportation Infrastructure讀者反饋
書目名稱Geotechnics for Transportation Infrastructure讀者反饋學科排名
作者: 結合 時間: 2025-3-21 21:01
Environmental History of Oceanic Islandsviour under loading condition is monitored using the sensing ability. The sensing ability of the diagnosing material was evaluated through the electrical conductivity test. The defect identification was done by uniaxial electrical test. The mechanical strength properties were evaluated through the c作者: Criteria 時間: 2025-3-22 01:17
Prehistory and Early History of the Deltapavements. Previously, investigations were carried out using visual observation of base course, core extraction, and its examination in the laboratory for which the core is extracted from the rutted section of roads. The methods used conventionally are time consuming, difficult to perform, and also 作者: Mnemonics 時間: 2025-3-22 04:34
https://doi.org/10.1007/978-3-642-77112-5ient modulus of these mixes was found to be higher than that of conventional granular subbase (GSB). Finite element analyses of a five-layer flexible pavement system are carried out and the service life ratio of FAL and FAC mixes in relation to the conventional GSB layer is evaluated.作者: 巧辦法 時間: 2025-3-22 10:57 作者: Alpha-Cells 時間: 2025-3-22 16:29
Renee M. Gardner PhD,Jennifer F. Nyland PhDincluding thickness of asphalt layers, leading to reduced construction costs. This way of incorporating geogrids can be used in pavements constructed both on weak and firm soils. This paper describes the process of developing a modification of Mechanistic-Empirical Pavement Design Method (MEPDM) whi作者: Alpha-Cells 時間: 2025-3-22 20:43
https://doi.org/10.1007/978-981-19-2083-7. The performances of reinforced specimens were compared with the unreinforced specimen (CS), and the improvement in fatigue life was estimated. Fatigue test and DIC results indicate that the reinforced specimens improved the fatigue life of overlays, irrespective of crack depth and among them, the 作者: FOLD 時間: 2025-3-22 22:05 作者: 弄皺 時間: 2025-3-23 01:35 作者: 幸福愉悅感 時間: 2025-3-23 06:21
Environmental Interactions of Claysperforming load–displacement and load–settlement test and to reduce the burden on the existing Pirana landfills. From this study, municipal solid waste depicted better results in terms of lateral displacement of modeled RE wall as compared to sand, but contrary to it municipal solid waste showed gre作者: 附錄 時間: 2025-3-23 11:01
Analyses and Design of the Highly Jointed Slopes on the Abutments of the World’s Highest Railway Brijoint characteristics. The slope stabilization measures against wedge failure consist of using passive rock bolts and active prestressed rock anchors. The methodology for the design of these rock bolts and prestressed rock anchors for wedge failures is described briefly. The slopes have been success作者: 贊美者 時間: 2025-3-23 15:39
Non-destructive Intrinsic Self-sensing Method for Health Monitoring of Sub- and Superstructuresviour under loading condition is monitored using the sensing ability. The sensing ability of the diagnosing material was evaluated through the electrical conductivity test. The defect identification was done by uniaxial electrical test. The mechanical strength properties were evaluated through the c作者: Isolate 時間: 2025-3-23 20:21
Use of Ground-Penetrating Radar (GPR) as an Effective Tool in Assessing Pavements—A Reviewpavements. Previously, investigations were carried out using visual observation of base course, core extraction, and its examination in the laboratory for which the core is extracted from the rutted section of roads. The methods used conventionally are time consuming, difficult to perform, and also 作者: Introduction 時間: 2025-3-23 22:24
Effects of Stabilization on Engineering Characteristics of Fly Ash as Pavement Subbase Materialient modulus of these mixes was found to be higher than that of conventional granular subbase (GSB). Finite element analyses of a five-layer flexible pavement system are carried out and the service life ratio of FAL and FAC mixes in relation to the conventional GSB layer is evaluated.作者: Optimum 時間: 2025-3-24 06:19 作者: 失眠癥 時間: 2025-3-24 08:38 作者: 包庇 時間: 2025-3-24 14:26
Influence of Crack Depth on Performance of Geosynthetic-Reinforced Asphalt Overlays. The performances of reinforced specimens were compared with the unreinforced specimen (CS), and the improvement in fatigue life was estimated. Fatigue test and DIC results indicate that the reinforced specimens improved the fatigue life of overlays, irrespective of crack depth and among them, the 作者: 火花 時間: 2025-3-24 15:26 作者: outer-ear 時間: 2025-3-24 20:07
Jarofix Waste Material in Embankment Constructiontruction. The factor of safety was determined by numerical analysis under different water conditions, viz. partially saturation, steady flow, sudden draw down with, and without seismic factor. Results of variation of factor of safety with height, saturation, and slope are presented. Multiple linear 作者: Esophagitis 時間: 2025-3-25 02:05 作者: geometrician 時間: 2025-3-25 06:24
Conference proceedings 2019 cover geotechnical interventions for the diverse fields of policy formulation, design, implementation, operation and management of the different modes of travel, namely road, air, rail and waterways. This book will be of interest to academic and industry researchers working in transportation geotec作者: 品牌 時間: 2025-3-25 11:13 作者: 陰險 時間: 2025-3-25 12:42 作者: evanescent 時間: 2025-3-25 18:38
Anita Parbhakar-Fox,Bernd Lottermoseronship between geometric anisotropy and stress ratio, are examined and discussed. It also includes a presentation and discussion of analytical modelling for quantifying the geogrid reinforcing effect (pullout tests).作者: Melanocytes 時間: 2025-3-25 21:48 作者: SLAY 時間: 2025-3-26 03:05 作者: 頑固 時間: 2025-3-26 06:45 作者: LIMIT 時間: 2025-3-26 12:09
N. H. Seemayer,W. Hadnagy,R. Tomingasal. Durability tests were also conducted on the samples to meet the specifications. Results indicate that, cement stabilized flyash-stonedust mix can be suitably used for construction of subbase and base layers of rural road pavements.作者: RUPT 時間: 2025-3-26 13:15
Analytical Modeling of Indian-Made Biodegradable Jute Drains for Soft Soil Stabilization: Progress ang their consolidation behavior. The clogging and degradation behavior in these drains is investigated in relation to the limitations in analytical modeling. This article aimed to discuss not only the challenges associated with modeling this phenomenon but also suggests approaches by which this problem can be solved.作者: 繁榮地區(qū) 時間: 2025-3-26 20:18 作者: ALIAS 時間: 2025-3-26 21:57
Matthew Dellinger,Jonathan Dellingerthis depth, these properties show insignificant change. This confirms that the active zone, the geotechnically unstable zone in expansive soils that undergoes swelling shrinkage due to moisture variations extends to about 3.5?m depth.作者: Carcinogen 時間: 2025-3-27 02:00 作者: Incommensurate 時間: 2025-3-27 05:19 作者: 清洗 時間: 2025-3-27 09:45 作者: PAN 時間: 2025-3-27 14:04 作者: V切開 時間: 2025-3-27 18:41
Evaluation of Performance of the Roadmesh Reinforcement Pavement at Trial Stretch on Chita-Khabarovsaring capacity of the road pavement, cracking resistance and evenness of the asphalt concrete covering studies were carried out in 2009, 2010, and 2011. The paper presents the studies were carried out during 3?years of the pavement service under severe climatic and permafrost conditions and the results obtained.作者: 溫和女人 時間: 2025-3-28 01:03
Geotechnical Design Parameters for a Metro Tunnel from Pressuremeter Testsratio, and in situ horizontal stress. The test was used effectively in conjunction with borehole data to assess the geotechnical parameters for the design of a metro tunnel. Data from two locations along the metro tunnel alignment are presented here.作者: 忘川河 時間: 2025-3-28 02:12
Conference proceedings 2019s of travel, namely road, air, rail and waterways. This book will be of interest to academic and industry researchers working in transportation geotechnics, as also to practicing engineers, policy makers, and civil agencies..作者: observatory 時間: 2025-3-28 07:51 作者: STYX 時間: 2025-3-28 13:44 作者: ABHOR 時間: 2025-3-28 15:54
Bridge Foundations in Strata with Potential of Liquefaction assess the liquefaction potential of soils due to the difficulties in obtaining and laboratory testing of undisturbed samples. The standard penetration test (SPT) and the cone penetration test (CPT) are the two most frequently used field investigations for determining the characteristics of soils. 作者: intimate 時間: 2025-3-28 22:39 作者: cultivated 時間: 2025-3-29 01:52
Geotechnical Design Parameters for a Metro Tunnel from Pressuremeter Tests outlines the analysis of pressuremeter data to interpret parameters such as undrained shear strength, pre-consolidation pressure, over-consolidation ratio, and in situ horizontal stress. The test was used effectively in conjunction with borehole data to assess the geotechnical parameters for the de作者: pulmonary 時間: 2025-3-29 04:53 作者: 鞭打 時間: 2025-3-29 10:42
Use of Ground-Penetrating Radar (GPR) as an Effective Tool in Assessing Pavements—A Review boom in economic activities leading to greater tonnage being carried by the road. Further, this is assisted with the increase in road network by constructing new highways and increasing the traffic capacity of the existing highways/roads. The quality of roads and the thickness of each layer need to作者: 樹木心 時間: 2025-3-29 14:17
Analytical Modeling of Indian-Made Biodegradable Jute Drains for Soft Soil Stabilization: Progress alidation time of the soil by providing alternative pathways to relieve the pore water pressure in the soil quickly thus reducing construction time. Jute drains have been introduced as an environmentally friendly alternative to synthetic drains in recent times. However, owing to higher absorption cap作者: 預兆好 時間: 2025-3-29 16:11
Characterization of Cement Stabilised Flyash for Use as Structural Layer in Rural Road Pavementsuctural layers (i.e. subbase and base) are very limited. In the present study, an attempt has been made to use flyash and stone dust mixture (70:30 ratio) and stabilized with cement as a structural layer material for use in rural road pavements. To address the brittleness of the stabilized material,作者: 沖突 時間: 2025-3-29 20:01 作者: 講個故事逗他 時間: 2025-3-30 02:32
Experimental Study on Geocell and of Fibre Reinforced Soil Sub-grade Under Static and Repetitive Load longevity of roads. To improve the quality of pavement structure, soil sub-grade properties play a vital role. As known fact that soil sub-grade handles the vehicular wheel load transmitted from the pavement structure. A few soils when used in pavement construction do not provide desirable propert作者: 誓言 時間: 2025-3-30 04:49 作者: Morbid 時間: 2025-3-30 11:30 作者: Graphite 時間: 2025-3-30 15:19 作者: 芳香一點 時間: 2025-3-30 17:37
Interface Behavior of Geogrid-Reinforced Sub-ballast: Laboratory and Discrete Element Modelingf large-scale direct shear tests are performed on sub-ballast (capping layer) with and without geogrid inclusions. The laboratory test data indicate that the interface shear strength is mainly decided by applied normal stresses and types of geosynthetics tested. Discrete element modeling approach is作者: Stagger 時間: 2025-3-30 23:33
Jarofix Waste Material in Embankment Constructionhuge amount of waste materials as by-products. Utilization of such waste materials leads to sustainable road construction. Jarofix is one of the waste materials generated during the extraction of zinc from its ore. At present, the accumulated jarofix is about 35 lakh tons, while the annual productio作者: 尖叫 時間: 2025-3-31 01:42
Model Study on RE Wall Using Municipal Solid Waste as Backfill Materialirana site. Such a huge mound of garbage has become a complex problem due to its environmental impact. Over conventional RCC rigid retaining wall, reinforced earth wall is preferred because of ease of construction, reduced cost, and better performance. If a naturally occurring deposit of acceptable 作者: Acclaim 時間: 2025-3-31 05:10
Ravi Sundaram,Jagdish Telangrao Shahu,Vasant HavanCovers the new trends and practises in geotechnical engineering for transportation.Includes Key Note Address by renowned experts, Invited papers by senior professionals and research papers.Covers a di作者: 充氣女 時間: 2025-3-31 10:35 作者: CIS 時間: 2025-3-31 13:33
Jiri Skorkovsky,Frantisek Kotesovecr infrastructure project in India. The bridge is being constructed across the river Chenab. The bridge consists of a main span of 467?m arch bridge on the steep slopes on the banks of the river Chenab. The bridge is about 359?m above the high flood level of the Chenab River. The bridge is located in
