標題: Titlebook: Advances in Transportation Geotechnics IV; Proceedings of the 4 Erol Tutumluer,Soheil Nazarian,Issam I.A. Qamhia Conference proceedings 202 [打印本頁] 作者: 皺紋 時間: 2025-3-21 16:44
書目名稱Advances in Transportation Geotechnics IV影響因子(影響力)
書目名稱Advances in Transportation Geotechnics IV影響因子(影響力)學科排名
書目名稱Advances in Transportation Geotechnics IV網(wǎng)絡公開度
書目名稱Advances in Transportation Geotechnics IV網(wǎng)絡公開度學科排名
書目名稱Advances in Transportation Geotechnics IV被引頻次
書目名稱Advances in Transportation Geotechnics IV被引頻次學科排名
書目名稱Advances in Transportation Geotechnics IV年度引用
書目名稱Advances in Transportation Geotechnics IV年度引用學科排名
書目名稱Advances in Transportation Geotechnics IV讀者反饋
書目名稱Advances in Transportation Geotechnics IV讀者反饋學科排名
作者: LATER 時間: 2025-3-21 23:27
Dynamic Response of a Beam on a Layered Half-Space with a Poroelastic Interlayer Subjected to Movingse of a practical stratified ground model coupled with a beam in the vicinity of moving loads. The ground consists of alternate distribution of different media: an elastic layer, a poroelastic interlayer and an elastic half-space from top to bottom, which considers soils of different properties and 作者: conflate 時間: 2025-3-22 01:12 作者: 原來 時間: 2025-3-22 04:51 作者: Metastasis 時間: 2025-3-22 10:52 作者: circumvent 時間: 2025-3-22 14:59
Verification of the Structural Design Parameters for Unbound Layers of Finnish Road Structuresh take care of adaptation to the local ambient conditions and available construction materials. In Finland, the standard design approach is to use so called Oedemark’s bearing capacity concept, in which the overall stiffness of a road structure is designed to meet a target value set based on the num作者: 紳士 時間: 2025-3-22 20:35 作者: 搖晃 時間: 2025-3-23 00:15
A Mechanistic-Based Analysis Procedure for Designing Geosynthetic Reinforcement in Pavement Systemsent and stiffness (geosynthetic reinforcement). Although geosynthetic reinforcement is a well-established method for stabilizing unbound layers in pavement systems, many state transportation agencies seldom specify geosynthetic reinforcement in new pavement contracts because of the lack of a practic作者: MIME 時間: 2025-3-23 04:36 作者: 改正 時間: 2025-3-23 07:41 作者: 拖網(wǎng) 時間: 2025-3-23 11:54 作者: STERN 時間: 2025-3-23 16:58
-Value and Resilient Modulus Prediction Models Based on Soil Index Properties for Colorado Soilsependent elastic modulus of soil materials under traffic loading. In addition to the resilient modulus, .-value test is commonly used to measure the strength of subgrade, subbase, and base course materials for use in pavements. Both tests are expensive and time consuming to run, and establishing acc作者: rheumatism 時間: 2025-3-23 21:45
Performance Evaluation of Flexible Pavements with Asphalt-Treated Base Coursesbgrade. Asphalt treatment has been widely used on granular base course material to enhance the material’s properties and overcome its deficiencies. However, a comprehensive evaluation on the performance of flexible pavements with different asphalt-treated base materials has not been done yet in the 作者: 600 時間: 2025-3-23 22:22
Investigation of Instantaneous Shear Failure in Pavement Subgrade Subjected to Superheavy Load Vehical, oil, electrical, and defense. They often require specialized trailers and components that are assembled to suit the SHL vehicle’s characteristics. The SHL vehicles are often oversized and exceed legal gross vehicle weight, axle, and tire load limits. The overlapping stress distributions in pavem作者: lattice 時間: 2025-3-24 05:44
Evaluation of Flexible Pavement Performance Models in Mississippi: A Neural Network Approach main concern for transportation agencies is prioritizing the decisions for maintenance and rehabilitation actions. Mississippi Department of Transportation (MDOT) currently utilizes Markov probability matrices, which provides the probability of a pavement section that needs to be rehabilitated. Fle作者: 籠子 時間: 2025-3-24 08:16 作者: 維持 時間: 2025-3-24 13:51 作者: Accrue 時間: 2025-3-24 18:08 作者: 輪流 時間: 2025-3-24 20:14 作者: 籠子 時間: 2025-3-25 01:32 作者: Insatiable 時間: 2025-3-25 06:06 作者: 知識分子 時間: 2025-3-25 07:34
Conference proceedings 2022geotechnical challenges in??design, construction, maintenance, monitoring, and upgrading of roads, railways, airfields, and harbor facilities and other ground transportation infrastructure with the goal of providing safe, economic, environmental, reliable and sustainable infrastructures. This volume作者: FRONT 時間: 2025-3-25 14:46
2366-2557 associated with building smart and connected transportationThis volume presents selected papers presented during the?4.th. International Conference on Transportation Geotechnics (ICTG). The papers address the geotechnical challenges in??design, construction, maintenance, monitoring, and upgrading o作者: Tempor 時間: 2025-3-25 19:05
Field Monitoring of Flexible and Rigid Pavement Responses in Thailandoisture sensors. These test sections represented typical pavement structure in Thailand according to the Department of Highways design standard and specification. Field pavement response and environmental data including stress, strain, moisture, temperature from the embedded instrumentation were monitored since late 2017.作者: amyloid 時間: 2025-3-25 20:26 作者: 過時 時間: 2025-3-26 00:17 作者: 縱火 時間: 2025-3-26 04:40
https://doi.org/10.1007/978-94-010-1992-7aluated, involving a predominantly geotechnical characterization because it is unpaved. In order to evaluate whether structural tests are practical for the management and conservation models of unpaved roads are developed.作者: Lipoprotein 時間: 2025-3-26 08:40 作者: 使混合 時間: 2025-3-26 16:42 作者: Ordeal 時間: 2025-3-26 18:25 作者: 職業(yè)拳擊手 時間: 2025-3-26 22:21 作者: 音樂學者 時間: 2025-3-27 03:38
Dynamic Response of a Beam on a Layered Half-Space with a Poroelastic Interlayer Subjected to Movingcoupled system are comprehensively investigated. Main conclusions are drawn as follows: A ‘critical speed’ exists for vertical displacement of the beam, and it occurs due to the first wave propagation mode of the system. The existence of groundwater significantly influences vertical displacement of 作者: florid 時間: 2025-3-27 06:41
Modification of Japanese Pavement Fatigue Life Criteria by Considering Climatic Effects in Cold Regiticles, which also leads to a degradation of base course material. Basically, climatic effects (variation of water content and freeze-thaw cycle) on base and subgrade layers material are not fully captured in Japanese pavement design method now. This study calculates the fatigue life of eight local 作者: 不自然 時間: 2025-3-27 10:19 作者: 圖畫文字 時間: 2025-3-27 16:31
Verification of the Structural Design Parameters for Unbound Layers of Finnish Road Structuresned based on back-calculated response measurement values from two extensively instrumented road sections using a 3D finite element model, it is evident that the standard design stiffness values for unbound layer materials are far too low for describing the true mechanical responses of the instrument作者: carotenoids 時間: 2025-3-27 19:34 作者: 越自我 時間: 2025-3-28 01:36 作者: cajole 時間: 2025-3-28 02:11 作者: 物種起源 時間: 2025-3-28 06:30 作者: 揉雜 時間: 2025-3-28 10:46 作者: Eosinophils 時間: 2025-3-28 16:52 作者: 過多 時間: 2025-3-28 20:41
Evaluation of Flexible Pavement Performance Models in Mississippi: A Neural Network Approacherate maintenance, prediction models with significant design and condition variables are essential. The rate of deterioration of the pavement and its condition need to be predicted, so that the effectiveness and timing of the maintenance can be estimated. In this study, an artificial neural networks作者: 不開心 時間: 2025-3-29 01:53 作者: justify 時間: 2025-3-29 06:37 作者: 搜尋 時間: 2025-3-29 09:49 作者: 治愈 時間: 2025-3-29 14:01 作者: Celiac-Plexus 時間: 2025-3-29 16:54 作者: Eeg332 時間: 2025-3-29 23:45 作者: overhaul 時間: 2025-3-30 03:38 作者: WITH 時間: 2025-3-30 05:47 作者: 綠州 時間: 2025-3-30 10:01
https://doi.org/10.1057/9781403938367ss, moisture content, fines content, and gravel-to-sand ratio of the aggregate surface layer. Statistical analyses demonstrated that factorial multivariate models with inclusion of interaction between independent variables were useful for predicting the elastic modulus of granular road surfaces.作者: 過濾 時間: 2025-3-30 13:03
Communication within GDR Society,ercome this limitation, researchers from The University of Texas at El Paso have incorporated a three-dimensional solid foundation model into a finite element analysis tool called rigid pavement analysis system (RPAS). In this study, a comparison between the Winkler and three-dimensional solid found作者: Dawdle 時間: 2025-3-30 19:45
Cyberspace Xenophobia in South Africa,600 .-value data points and associated soil basic properties for soil types (A-1-a, A-1-b, A-2-4, A-2-6, A-2-7, A-4, A-6, and A-7-6) and (b) regression analysis of over 200 resilient modulus tests and associated soil basic properties for soil types (A-1-b, A-2-4, A-4, and A-6). It is demonstrated th作者: DENT 時間: 2025-3-30 23:44
https://doi.org/10.1007/978-981-19-1033-3al Roughness Index (IRI), rutting, and fatigue cracking of flexible pavements with different base materials were predicted and compared. The structure number (SN) of pavements (with the same pavement structures) with different base materials was calculated and compared. The results indicated that pa作者: parasite 時間: 2025-3-31 02:40 作者: exorbitant 時間: 2025-3-31 07:31
Law and Public Order after the Restorationerate maintenance, prediction models with significant design and condition variables are essential. The rate of deterioration of the pavement and its condition need to be predicted, so that the effectiveness and timing of the maintenance can be estimated. In this study, an artificial neural networks
