標(biāo)題: Titlebook: Geotechnics for Transportation Infrastructure; Recent Developments, Ravi Sundaram,Jagdish Telangrao Shahu,Vasant Havan Conference proceedin [打印本頁(yè)] 作者: 切口 時(shí)間: 2025-3-21 19:25
書(shū)目名稱Geotechnics for Transportation Infrastructure影響因子(影響力)
書(shū)目名稱Geotechnics for Transportation Infrastructure影響因子(影響力)學(xué)科排名
書(shū)目名稱Geotechnics for Transportation Infrastructure網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱Geotechnics for Transportation Infrastructure網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱Geotechnics for Transportation Infrastructure被引頻次
書(shū)目名稱Geotechnics for Transportation Infrastructure被引頻次學(xué)科排名
書(shū)目名稱Geotechnics for Transportation Infrastructure年度引用
書(shū)目名稱Geotechnics for Transportation Infrastructure年度引用學(xué)科排名
書(shū)目名稱Geotechnics for Transportation Infrastructure讀者反饋
書(shū)目名稱Geotechnics for Transportation Infrastructure讀者反饋學(xué)科排名
作者: ETHER 時(shí)間: 2025-3-21 22:07
Geotechnics for Transportation Infrastructure978-981-13-6701-4Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: ZEST 時(shí)間: 2025-3-22 02:34 作者: 單獨(dú) 時(shí)間: 2025-3-22 07:34 作者: 季雨 時(shí)間: 2025-3-22 12:38
Victor Alencar Mayer Feitosa Venturaing lateral confinement through friction and/or interlocking. The stabilization function is widely used for improving the performance of the base and/or subbase of paved and unpaved roads. When installed at the bottom or within a base and/or subbase course, geosynthetics for stabilization afford to 作者: 拱形大橋 時(shí)間: 2025-3-22 15:10
https://doi.org/10.1057/978-1-137-47354-7strategic point of view. Most of these runways constructed during the Second World War were either renovated or extended many times. These runways though renovated and extended many times still require upgrading for easy and quick access to remote areas and to facilitate the movement of modern diffe作者: 拱形大橋 時(shí)間: 2025-3-22 20:25
Environmental Justice in the New Millenniumed and unpaved roads in India are subjected to problems in relation to excessive percolation of water in foundation structure due to improper drainage. Unwanted amount of water in pavement layers contributes to many problems which may result in premature failure of pavement. The infiltration of wate作者: Vulnerary 時(shí)間: 2025-3-23 00:30 作者: 一起平行 時(shí)間: 2025-3-23 01:21 作者: bromide 時(shí)間: 2025-3-23 07:34
Wildlife and Nature Conservation,ll novice in implementing this technology. Although CTSB has found extensive usage recently, RAP has been minimally used for roads of lesser importance. It is a need to perform an exhaustive study on the RAP uses at the place where there is a growing scarcity of proper material for the construction.作者: Engulf 時(shí)間: 2025-3-23 11:38
https://doi.org/10.1007/978-4-431-54340-4onstruction of the road and road-related infrastructure. The design methods currently available do not appear capable of accounting for the influence of wide variations in variables such as geogrid type, load magnitude, number of required layers, and mechanical characteristics thereof. A new design 作者: Soliloquy 時(shí)間: 2025-3-23 16:28 作者: Encapsulate 時(shí)間: 2025-3-23 18:02
Mineral magnetism in marine sediments, conducting laboratory tests and finite element analysis. Various laboratory tests were conducted on C&D waste to check its suitability in base/sub-base course, and finite element analysis was done by using PLAXIS 2D to check the effectiveness of geosynthetic reinforcement. Fly ash was used for the 作者: 無(wú)脊椎 時(shí)間: 2025-3-24 01:36
Basharat Mushtaq,Suhaib A. Bandh,Sana Shafil and utilization. In Rajasthan state of India, 15–20 lakh tons of marble waste is producing each year by marble processing units which is indestructible and harm to general public. Hence, the bulk utilization of marble quarry waste needs to be done to embrace sustainable development and safe ecosys作者: UTTER 時(shí)間: 2025-3-24 03:02
Shubhayan Roy Chowdhury,Arijit Majumder soils with lime will immediately dry out and modify the soil by flocculation, resulting in a reduction in the plasticity index and switching fine clayey soils, which are difficult to handle, into friable and granular particles which are much easier to work and compact. Pozzolanic reactions between 作者: conformity 時(shí)間: 2025-3-24 09:34
Land Resources Governance in China,on of the ballasted track substructure. Suitable soil stabilisation approaches using geosynthetics and/or energy-absorbing rubber mats are commonly employed to enhance the stability and longevity of ballasted tracks. This paper reviews the research studies that have been conducted at the University 作者: EXCEL 時(shí)間: 2025-3-24 13:04 作者: 漫步 時(shí)間: 2025-3-24 15:02 作者: 檔案 時(shí)間: 2025-3-24 19:13
Environmental Impact Assessmenttic and cyclic tests are performed on full-panel railway track models laid on compacted soil subgrades. Tests are performed on model tracks with two different thicknesses of subballast layer and laid on subgrade soil, namely, Dhanaury clay. Model tracks are reinforced with geogrid or geotextile or b作者: 樂(lè)意 時(shí)間: 2025-3-25 01:29 作者: 蛛絲 時(shí)間: 2025-3-25 04:05 作者: 合法 時(shí)間: 2025-3-25 10:49
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: grandiose 時(shí)間: 2025-3-25 14:13
2366-2557 pers by senior professionals and research papers.Covers a diThis book presents selected papers from the International Symposium on Geotechnics for Transportation Infrastructure (ISGTI 2018). The research papers cover geotechnical interventions for the diverse fields of policy formulation, design, im作者: 確定方向 時(shí)間: 2025-3-25 16:22
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: 使害羞 時(shí)間: 2025-3-25 21:11 作者: Sciatica 時(shí)間: 2025-3-26 00:57
Alan Griffith MSc, PhD, MCIOB, MIMgtffic control. It can capture the minor slope movement and allow an early warning to be issued. Further, a recent development of very inexpensive sensor is introduced and a future scope toward the multi-sensor monitoring is described.作者: 消毒 時(shí)間: 2025-3-26 06:38 作者: milligram 時(shí)間: 2025-3-26 11:33
Damage of Heavy Rain on Local Transportation Lineffic control. It can capture the minor slope movement and allow an early warning to be issued. Further, a recent development of very inexpensive sensor is introduced and a future scope toward the multi-sensor monitoring is described.作者: 無(wú)能的人 時(shí)間: 2025-3-26 16:01
Mark Rickinson,Cecilia Lundholm,Nick Hopwoodtting strains by nonlinear regression analysis. The outcomes of this study will aid the design engineers as well as researchers in multiple ways. In addition to the advantages in pavement design, the automation procedure combined with regression would also aid the researchers in simulation studies, reliability analysis, etc.作者: 凹處 時(shí)間: 2025-3-26 20:48 作者: NATTY 時(shí)間: 2025-3-26 21:03
Evaluation of Flexible Pavement Distress Using Nonlinear Regression Analysistting strains by nonlinear regression analysis. The outcomes of this study will aid the design engineers as well as researchers in multiple ways. In addition to the advantages in pavement design, the automation procedure combined with regression would also aid the researchers in simulation studies, reliability analysis, etc.作者: Tonometry 時(shí)間: 2025-3-27 04:38
Laboratory and FEM Study on Construction and Demolition Waste and Fly Ash for Use as Pavement Materiid reinforcement was used to reduce the critical strains in the pavement. It is concluded that Geosynthetic at middle of base course shows the least settlement of pavement and reducing critical strain.作者: chlorosis 時(shí)間: 2025-3-27 06:30 作者: Melodrama 時(shí)間: 2025-3-27 12:58 作者: 充氣女 時(shí)間: 2025-3-27 13:49
Challenges in Design and Construction of Embankments and Pavementsat could optimise costs and/or reduce the project completion time. It may be noted that solutions, particularly for embankments would require more than one type of geosynthetics for a complete solution. Likewise, solutions may require a holistic approach rather than a piecemeal solution, which in to作者: 潔凈 時(shí)間: 2025-3-27 18:19
Design Methods for Base Stabilization of Paved Roads design of pavement structures; American Association of State Highway and Transportation Officials, Washington, DC, USA, .) method by using a traffic benefit ratio (TBR) or base course reduction (BCR), or layer coefficient ratio (LCR) approach. These three approaches may lead to different design for作者: bromide 時(shí)間: 2025-3-27 22:12
Challenges in Renovation of Existing Runway and Its Extension—A Case Studys grade correction layer, laying of PQC layers without development of surface cracks, cutting of concrete joints, repair of cracks/broken slabs, and making of earthen shoulders/embankments before monsoon season. This paper attempts to present the issues related to quality control, quality assurance,作者: 帶子 時(shí)間: 2025-3-28 05:01
A Critical Review on Evaluation of Pavement Drainage Systems reduction in load transfer mechanism through aggregate interlock. This paper presents a review of about several techniques like use of ground-penetrating radar (GPR), time-domain reflectometry (TDR), and computational analysis using finite element modeling (FEM) pertaining to the evaluation of pave作者: 施舍 時(shí)間: 2025-3-28 06:30 作者: adjacent 時(shí)間: 2025-3-28 11:10 作者: 舊石器時(shí)代 時(shí)間: 2025-3-28 17:45
Comparison of Strength of Recycled Bituminous Pavement in Design and After Execution laid pavement with bituminous concrete (BC), RAP, and CTSB have been done. The design parameters like the Marshall’s stability, air voids, density, tensile strength, and elasticity/resilient modulus parameters for BC and RAP are evaluated in laboratory by extracting the cylindrical cores from the n作者: 小母馬 時(shí)間: 2025-3-28 22:28
Design Model for Strength and Location of Geogrids for Road Stabilizationrequired for absorbing the horizontal forces generated by self-weight, wheel load, and tensioned membrane effect. Case studies of Indian projects are presented where this method was successfully applied.作者: 殺人 時(shí)間: 2025-3-29 02:33 作者: Observe 時(shí)間: 2025-3-29 04:23 作者: 躺下殘殺 時(shí)間: 2025-3-29 10:03 作者: 飛鏢 時(shí)間: 2025-3-29 11:37 作者: myelography 時(shí)間: 2025-3-29 19:22
https://doi.org/10.1007/978-1-349-25412-5sing dense-graded aggregate subgrade layers with higher fines content up to 15% passing No. 200 sieve for soft subgrade remediation. These unbound test sections were constructed over a CBR?=?1% subgrade soil to investigate their effectiveness in both construction platforms and low volume road applic作者: 認(rèn)識(shí) 時(shí)間: 2025-3-29 21:49 作者: faucet 時(shí)間: 2025-3-30 03:13 作者: 智力高 時(shí)間: 2025-3-30 07:27 作者: CAMP 時(shí)間: 2025-3-30 08:46
Environmental Justice in the New Millennium reduction in load transfer mechanism through aggregate interlock. This paper presents a review of about several techniques like use of ground-penetrating radar (GPR), time-domain reflectometry (TDR), and computational analysis using finite element modeling (FEM) pertaining to the evaluation of pave作者: finale 時(shí)間: 2025-3-30 14:26
https://doi.org/10.1007/978-3-031-41527-2reases with increase in the number of cycles . at lower values of intensity of load, . (.=?25%) in soil-flyash matrix under cyclic loading conditions which signifies good performance of this combination under lower percentages of failure stress levels. The experimental investigation demonstrates the作者: Confidential 時(shí)間: 2025-3-30 20:09 作者: 音樂(lè)學(xué)者 時(shí)間: 2025-3-30 22:43
Wildlife and Nature Conservation, laid pavement with bituminous concrete (BC), RAP, and CTSB have been done. The design parameters like the Marshall’s stability, air voids, density, tensile strength, and elasticity/resilient modulus parameters for BC and RAP are evaluated in laboratory by extracting the cylindrical cores from the n作者: 龍蝦 時(shí)間: 2025-3-31 04:23
https://doi.org/10.1007/978-4-431-54340-4required for absorbing the horizontal forces generated by self-weight, wheel load, and tensioned membrane effect. Case studies of Indian projects are presented where this method was successfully applied.
