標(biāo)題: Titlebook: Geotechnics for Natural and Engineered Sustainable Technologies; GeoNEst A. Murali Krishna,Arindam Dey,S Sreedeep Book 2018 Springer Nature [打印本頁] 作者: 不同 時(shí)間: 2025-3-21 18:11
書目名稱Geotechnics for Natural and Engineered Sustainable Technologies影響因子(影響力)
書目名稱Geotechnics for Natural and Engineered Sustainable Technologies影響因子(影響力)學(xué)科排名
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書目名稱Geotechnics for Natural and Engineered Sustainable Technologies網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Geotechnics for Natural and Engineered Sustainable Technologies被引頻次
書目名稱Geotechnics for Natural and Engineered Sustainable Technologies被引頻次學(xué)科排名
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書目名稱Geotechnics for Natural and Engineered Sustainable Technologies年度引用學(xué)科排名
書目名稱Geotechnics for Natural and Engineered Sustainable Technologies讀者反饋
書目名稱Geotechnics for Natural and Engineered Sustainable Technologies讀者反饋學(xué)科排名
作者: Obvious 時(shí)間: 2025-3-21 21:34 作者: 我悲傷 時(shí)間: 2025-3-22 00:55 作者: Orgasm 時(shí)間: 2025-3-22 05:39
Static and Seismic Slope Safety Displacement-Based Criterion for Seismic Analysis, slip surface are examined. The idea of displacement of slopes during earthquakes is also discussed; it is emphasised that displacements are a better criterion for seismic design of slopes. Post-seismic large displacement of slopes is examined in a test case.作者: 錯(cuò)誤 時(shí)間: 2025-3-22 11:34 作者: Proponent 時(shí)間: 2025-3-22 16:18 作者: Proponent 時(shí)間: 2025-3-22 18:13
Environmental Chemistry: Asian Lessonsul computers, SSI analysis capabilities have increased by leaps and bounds. This article presents recent research on dynamic SSI analysis of pile-supported structures using direct- and substructure-based numerical techniques. Dynamic response of pile foundations is a frequency-dependent problem. Exp作者: indices 時(shí)間: 2025-3-23 01:11
Environmental Communication. Second Edition a recycle economy through active promotion of recycling of industrial by-products or waste. This paper describes some of the research on the effective use of by-products/wastes of other industries in the field of geotechnical engineering with special emphasis on geo-disaster reduction. Recycling of作者: 輕打 時(shí)間: 2025-3-23 05:06
Microbial Ecology and Population Biology, slip surface are examined. The idea of displacement of slopes during earthquakes is also discussed; it is emphasised that displacements are a better criterion for seismic design of slopes. Post-seismic large displacement of slopes is examined in a test case.作者: 現(xiàn)任者 時(shí)間: 2025-3-23 06:53 作者: Capture 時(shí)間: 2025-3-23 12:19 作者: 削減 時(shí)間: 2025-3-23 16:20
https://doi.org/10.1007/978-981-13-5889-0s few important image-based techniques for precise characterizations, applicable to geotechnical engineering and demonstrates the same. Some of the important applications discussed in this paper are particle shape characterization of granular materials, quantification of surface roughness of sand pa作者: Commission 時(shí)間: 2025-3-23 19:09
Shabbir A. Shahid,Mushtaque Ahmed the rock mass and excessive deformations due to squeezing. The problems are induced due to redistribution of in situ stresses around tunnel periphery caused by excavation of the tunnel. It is a challenging task to have proper understanding of the geotechnical issues before starting the excavation. 作者: phlegm 時(shí)間: 2025-3-24 01:52
Distributions, Parameters and Estimators, soils and rocks, independently of particle size, and provide data in the natural state for the characterization at different scales. Assessment of the reliability of the most popular techniques is therefore of primary importance for static and seismic applications. This chapter reports some data fr作者: 悲痛 時(shí)間: 2025-3-24 05:44 作者: Harpoon 時(shí)間: 2025-3-24 10:29 作者: Obverse 時(shí)間: 2025-3-24 14:28
and rock strata and groundwater conditions that could be useful for the new design project and evaluate performance of the existing project for the retrofitting. Conventional way of drilling borehole, logging subsurface layer information with Standard Penetration Test. values measurement, and arrivi作者: Allure 時(shí)間: 2025-3-24 16:12 作者: 背叛者 時(shí)間: 2025-3-24 19:20 作者: 食料 時(shí)間: 2025-3-25 02:45
Environmental Deterioration and Human Healtht to landfill site, processing (compost, incineration), and final disposal. The waste products generated from various phases of ISWMP which have insignificant reuse capabilities (named as processed waste) have been disposed of in engineered landfills. At times, fresh waste is also being disposed of 作者: onlooker 時(shí)間: 2025-3-25 04:30
Case study: lowland wetland conservation,ing applications. Its significance on the behaviour of clay soils reconstituted from slurries has been well demonstrated in the literature. Compacted soils and natural soil deposits which are unsaturated also come in contact with contaminants in these applications. Therefore, this paper examines the作者: deriver 時(shí)間: 2025-3-25 11:35 作者: 誓言 時(shí)間: 2025-3-25 14:11 作者: Eclampsia 時(shí)間: 2025-3-25 17:51 作者: aggressor 時(shí)間: 2025-3-25 22:52 作者: 不容置疑 時(shí)間: 2025-3-26 03:14 作者: badinage 時(shí)間: 2025-3-26 05:21
Environmental Communication. Second Editione use of by-products/wastes of other industries in the field of geotechnical engineering with special emphasis on geo-disaster reduction. Recycling of waste tires and disaster mitigation in the context of Japanese experiences are focused here, and various disaster reduction techniques developed in Japan using tire-derived materials are described.作者: 看法等 時(shí)間: 2025-3-26 10:19
Book 2018d on the keynote and sub-theme lectures delivered at the Indian Geotechnical Conference 2017. The book provides a comprehensive overview of the current state-of-the-art research and practices in different domains of geotechnical engineering in the areas of soil dynamics, earth retaining structures, 作者: 自制 時(shí)間: 2025-3-26 12:46
,Cascaded Recycle of Waste Tires—Some Novel Approaches Toward Sustainable Geo-Construction and Climae use of by-products/wastes of other industries in the field of geotechnical engineering with special emphasis on geo-disaster reduction. Recycling of waste tires and disaster mitigation in the context of Japanese experiences are focused here, and various disaster reduction techniques developed in Japan using tire-derived materials are described.作者: 進(jìn)取心 時(shí)間: 2025-3-26 18:09
Book 2018t state-of-the-art research and practices in different domains of geotechnical engineering in the areas of soil dynamics, earth retaining structures, ground improvement, and geotechnical and geophysical investigations. It will serve as an ideal resource for academics, researchers, practicing professionals, and students alike.?.作者: embolus 時(shí)間: 2025-3-26 23:21
2364-5156 in the areas of soil dynamics, earth retaining structures, ground improvement, and geotechnical and geophysical investigations. It will serve as an ideal resource for academics, researchers, practicing professionals, and students alike.?.978-981-13-3985-1978-981-10-7721-0Series ISSN 2364-5156 Series E-ISSN 2364-5164 作者: guardianship 時(shí)間: 2025-3-27 01:47 作者: 捏造 時(shí)間: 2025-3-27 06:58 作者: irreparable 時(shí)間: 2025-3-27 12:22
Environmental Deterioration and Human Healthehensive characteristics of fresh and processed MSW generated in Kanpur city are assessed through gradation, compaction, and compressibility behavior. A significant variation in the characteristic behavior has been noticed between fresh and processed wastes.作者: 包租車船 時(shí)間: 2025-3-27 14:39 作者: boisterous 時(shí)間: 2025-3-27 18:20
https://doi.org/10.1007/978-1-4684-2862-9ibilities of distress in foundation. The micropiling followed by grouting was found the most appropriate solution for the site. The site solutions shall be instrumented also over a period of 10?years or so, to periodically monitor the settlement, if any, of building after the treatment.作者: alleviate 時(shí)間: 2025-3-27 22:34 作者: 小淡水魚 時(shí)間: 2025-3-28 03:28
,Subsurface Investigation—Integrated and Modern Approach,n geotechnical world. It also explains the integrated and modern approach that has been adopted to estimate required properties for the design and performance assessment by using advanced subsurface exploration methods available at Indian Institute of Science, Bangalore.作者: artifice 時(shí)間: 2025-3-28 08:39
Comprehensive Characteristics of Fresh and Processed MSW Generated in Kanpur City,ehensive characteristics of fresh and processed MSW generated in Kanpur city are assessed through gradation, compaction, and compressibility behavior. A significant variation in the characteristic behavior has been noticed between fresh and processed wastes.作者: 紅潤 時(shí)間: 2025-3-28 13:05
Physico-Chemical Effects on Behaviour of Unsaturated Soils,structure due to the physico-chemical changes were studied using scanning electron micrographs. The experimental results were analysed and discussed with the aid of Barcelona expansive model (BExM) framework in this paper.作者: 無能力 時(shí)間: 2025-3-28 18:22 作者: Heretical 時(shí)間: 2025-3-28 21:13 作者: Crumple 時(shí)間: 2025-3-29 01:51 作者: 努力趕上 時(shí)間: 2025-3-29 04:58
S. Sugumar,M. Chris Sheba,C. Gurumoorthytion were obtained from the parametric studies. The relationships for the amplification of ground motions and the maximum bending moment in the pile were developed based on regression of the numerical data.作者: RAFF 時(shí)間: 2025-3-29 08:41 作者: 鋼筆記下懲罰 時(shí)間: 2025-3-29 14:43 作者: 飲料 時(shí)間: 2025-3-29 19:34
,Modeling Soil–Foundation Interaction and Beyond,tion were obtained from the parametric studies. The relationships for the amplification of ground motions and the maximum bending moment in the pile were developed based on regression of the numerical data.作者: Incisor 時(shí)間: 2025-3-29 19:45 作者: licence 時(shí)間: 2025-3-30 01:21 作者: 尖 時(shí)間: 2025-3-30 06:20
Photoassisted Reduction of Metal Complexes., and the coefficient of radial consolidation, .., by back-analysis of observed time–settlement plots of PVD-improved ground are illustrated. Furthermore, an approach to predict the magnitude of desiccation of weathered crust, and quantify the non-homogeneity of soft ground with respect to .., is p作者: 光明正大 時(shí)間: 2025-3-30 09:35 作者: 令人苦惱 時(shí)間: 2025-3-30 12:59
https://doi.org/10.1007/978-3-031-05984-1lexity; (b) discuss the challenges in designing such foundations; (c) describe the rationale behind scaled models tests that supported the development of offshore wind turbine design philosophy; (d) draw parallel with other geotechnical scaled model tests and discuss the scaling issues; (e) propose 作者: Angiogenesis 時(shí)間: 2025-3-30 19:02 作者: Cultivate 時(shí)間: 2025-3-30 21:04 作者: Microgram 時(shí)間: 2025-3-31 04:10
Environmental Debates in Albaniak rock and metro station in soft ground, respectively. The field monitoring results during the tunnel construction which underpass through 60-m-long existing railway tracks by using TRcM are also described.作者: flammable 時(shí)間: 2025-3-31 05:27
Planned Unit Development Evaluationand traffic loads are applied on backfill using Servo-hydraulic actuator and surcharge load distribution system. Lateral thrust isolation efficiencies of 55.1–64.2% and 60.6–69.4% are observed under static and traffic loading conditions, respectively, in the presence of geofoam. Higher lateral thrus作者: 譏笑 時(shí)間: 2025-3-31 13:02 作者: Expurgate 時(shí)間: 2025-3-31 13:31 作者: 樹膠 時(shí)間: 2025-3-31 20:01 作者: flex336 時(shí)間: 2025-4-1 00:35
,Soil–Structure Interaction Analysis of Pile Foundations Subjected to Dynamic Loads, to simulate the frequency response of a single pile, with admissible accuracy. Flexible volume substructuring using the program SASSI 2010, for seismic response of pile foundations, is discussed with two case studies. The substructure-based SASSI analysis is found to produce results which are in ag作者: 吸引人的花招 時(shí)間: 2025-4-1 05:49
On the Use of Scaled Model Tests for Analysis and Design of Offshore Wind Turbines,lexity; (b) discuss the challenges in designing such foundations; (c) describe the rationale behind scaled models tests that supported the development of offshore wind turbine design philosophy; (d) draw parallel with other geotechnical scaled model tests and discuss the scaling issues; (e) propose 作者: laceration 時(shí)間: 2025-4-1 09:50
Modeling and Behavior of Geosynthetics-Reinforced Foundation,f granular material, extensible and inextensible reinforcements, interfacial friction between the geosynthetic reinforcement and the soil, pretension in the reinforcement, time-dependent behavior of the soft soil, shear modulus of the granular bed, the creep behavior of reinforcement, flexural rigid
