標(biāo)題: Titlebook: Geoenvironmental Practices and Sustainability; Linkages and Directi G.L. Sivakumar Babu,Krishna R. Reddy,Manoj Datta Book 2017 The Editor(s [打印本頁] 作者: Clinton 時間: 2025-3-21 19:18
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書目名稱Geoenvironmental Practices and Sustainability影響因子(影響力)學(xué)科排名
書目名稱Geoenvironmental Practices and Sustainability網(wǎng)絡(luò)公開度
書目名稱Geoenvironmental Practices and Sustainability網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Geoenvironmental Practices and Sustainability被引頻次
書目名稱Geoenvironmental Practices and Sustainability被引頻次學(xué)科排名
書目名稱Geoenvironmental Practices and Sustainability年度引用
書目名稱Geoenvironmental Practices and Sustainability年度引用學(xué)科排名
書目名稱Geoenvironmental Practices and Sustainability讀者反饋
書目名稱Geoenvironmental Practices and Sustainability讀者反饋學(xué)科排名
作者: 使隔離 時間: 2025-3-21 21:03
https://doi.org/10.1007/978-3-663-01832-2y. The relatively low friction angles are due to the low compaction effort and density of the specimens. The shear strength of a specimen removed from the simulator in an “undisturbed” manner was found to be nearly identical to the shear strength of a reconstituted degraded specimen.作者: exorbitant 時間: 2025-3-22 03:16
The influence of landfill length to height (.) ratio is more prominent for the landfill founded on sloping base. Coefficient of yield acceleration is increased by 36%, with increase in . ratio from 2 to 10. These results with proposed methodology can be used for seismic design of MSW landfill considering sliding stability.作者: Robust 時間: 2025-3-22 04:36 作者: Psychogenic 時間: 2025-3-22 11:29
https://doi.org/10.1007/978-3-8349-4027-8e related to its resilience. An example of time-dependent reliability calculation for an offshore wind turbine (OWT) foundation is presented. How such calculations can be related to the resilience and sustainability of OWTs is conceptually outlined.作者: 使饑餓 時間: 2025-3-22 16:01
Large-Scale Experimental Assessment of the Effect of Degradation on Shear Strength of Municipal Soly. The relatively low friction angles are due to the low compaction effort and density of the specimens. The shear strength of a specimen removed from the simulator in an “undisturbed” manner was found to be nearly identical to the shear strength of a reconstituted degraded specimen.作者: 使饑餓 時間: 2025-3-22 17:29 作者: 蒸發(fā) 時間: 2025-3-23 00:44
Sustainable Management of Dredged Sediments and Waste Using Geotextile Tube Dewatering System,t Syracuse University, the research team has been assessing the viability of using biodegradable geotextiles, natural flocculants, and cellulosic materials for the geotextile tube application. The results, based on both small-scale and large-scale tests, are very promising. This paper provides an overview summary of our studies.作者: 撕裂皮肉 時間: 2025-3-23 03:24
Importance of Non-stationarity in Sustainability and Resilience of Geo-Infrastructure,e related to its resilience. An example of time-dependent reliability calculation for an offshore wind turbine (OWT) foundation is presented. How such calculations can be related to the resilience and sustainability of OWTs is conceptually outlined.作者: Halfhearted 時間: 2025-3-23 08:25
Book 2017ons such as India. While, the developed world has already developed some solutions such as landfills, developments in landfills, barriers and liners in the North America and waste-to-energy and waste incineration in Europe, developing countries like India are trying to figure out ways which suit the作者: 低位的人或事 時間: 2025-3-23 15:40
Advances in Raman Spectroscopy for the Geoenvironment,rt so that it may become a more routinely employed field analysis method. In addition, the developments outlined herein are believed to be applicable to material analyses in complex, turbid, and/or fluorescence-prone settings in a broad array of fields.作者: STYX 時間: 2025-3-23 21:29 作者: 下船 時間: 2025-3-24 00:16
Geoenvironmental Practices and Sustainability978-981-10-4077-1Series ISSN 2364-5156 Series E-ISSN 2364-5164 作者: 觀察 時間: 2025-3-24 06:12 作者: Insensate 時間: 2025-3-24 09:35
https://doi.org/10.1007/978-3-663-01832-2 simulator for 1136 days. Simple shear testing was performed on reconstituted fresh and degraded waste specimens and an “undisturbed” degraded specimen. Shear resistance at 10% shear strain was defined as the shear strength in this study. The shear strength of the degraded waste was found to be 17–3作者: FLORA 時間: 2025-3-24 14:25
https://doi.org/10.1007/978-3-642-91476-8n provide effective remediation for shallow and intermediate depth landslide failures through cohesive weak soils. It is a promising alternative to conventional remediation measures under situations where regular construction loads might trigger catastrophic landslide failure. Electrokinetic treatme作者: lethargy 時間: 2025-3-24 18:55
. The proposed methodology incorporates the influences of time period and phase in the analyses. Various MSW landfills with sidehill configurations founded on (a) horizontal and partly sloping base, (b) sloping base and (c) stepped base are analysed. Results are presented in terms of yield accelerat作者: conscience 時間: 2025-3-24 21:17
S. Wallmeyer,U. Wolfhard,R. Erbelmic design and ensuring sustainability of landfills. This study presents estimation of the dynamic properties through field and laboratory tests of MSW landfill and dynamic response of Mavallipura landfill in Bangalore. Both field tests and laboratory tests are used to develop model to represent var作者: 描繪 時間: 2025-3-25 01:31 作者: Harridan 時間: 2025-3-25 06:26 作者: 性行為放縱者 時間: 2025-3-25 07:47 作者: Constitution 時間: 2025-3-25 12:06
https://doi.org/10.1007/978-3-642-94496-3ts, and wastes. These slurry materials are often contaminated and threaten environmental resources if improperly managed. Geotextile tubes present a means to manage these materials in an environmentally responsible and sustainable manner for industrialized and developing countries alike. Keeping sus作者: Legion 時間: 2025-3-25 16:34
Mittel zur Behebung der Notlage,This paper focuses primarily on the use of cone penetration test (CPT) at municipal solid waste and hazardous waste sites. Lessons learned from case histories where CPT has been used, either alone or in combination with other investigation methods, provide useful information for future work in this 作者: 喃喃而言 時間: 2025-3-25 23:35 作者: 細(xì)微的差異 時間: 2025-3-26 02:35 作者: 詞匯記憶方法 時間: 2025-3-26 06:35 作者: 肌肉 時間: 2025-3-26 11:23
Gesamtsystem: Die Wasser der Gesellschaft,ts of a building. The purpose of the present study is to analyze the response of energy pile foundations subjected to heating and cooling cycle through numerical investigations. For this purpose, a highlight of finite element method is used to simulate energy pile group. The interaction between the 作者: 過濾 時間: 2025-3-26 16:34
https://doi.org/10.1007/978-3-8349-4027-8tances are now becoming an inherent aspect of civil infrastructure systems, particularly because of the effect of climate change. Non-stationarity of loads and resistances affects the sustainability and resilience of geo-systems and, if not taken into account properly, may lead to unsustainable outc作者: Champion 時間: 2025-3-26 18:23 作者: Surgeon 時間: 2025-3-26 21:27
https://doi.org/10.1007/978-3-658-07087-8(Clibborn, .). The research was an effort to understand the 1885 failure of the Khanki Weir and use this information to refine design guidance. This led to early improvements in the analysis and design of defensive measures to prevent piping failures of dams, as well as enabling the prediction of th作者: COMMA 時間: 2025-3-27 04:45 作者: 懦夫 時間: 2025-3-27 05:39 作者: 虛弱的神經(jīng) 時間: 2025-3-27 11:01
Quality Control and Quality Assurance for Large Infrastructure Projects,INTERRA provided quality control (QC) or quality assurance (QA) for large infrastructure projects spanning transportation, storm damage risk reduction, and environmental remediation areas. Quality assurance and control have assumed increased significance in creating a green and sustainable economy.作者: 燕麥 時間: 2025-3-27 15:42 作者: Innocence 時間: 2025-3-27 18:06 作者: 從屬 時間: 2025-3-28 01:39 作者: 火車車輪 時間: 2025-3-28 03:12 作者: 克制 時間: 2025-3-28 09:50
https://doi.org/10.1007/978-981-10-4077-1Sustainable Infrastructure; Liners and Barriers; Energy Geotechnics; Landfills; Geoenvironmental Practic作者: Functional 時間: 2025-3-28 11:40
G.L. Sivakumar Babu,Krishna R. Reddy,Manoj DattaDiscusses global case studies and the solutions adopted.Gives an insight into future prospects such as implementing sustainable infrastructures.Includes lab and field studies and recommendations in te作者: 命令變成大炮 時間: 2025-3-28 14:40
Geophysical Imaging of Landfill Interiors: Examples from Northern Illinois, USA,ndings, used in the 1970s and 1980s, to more sophisticated two-dimensional (2D) resistivity and seismic refraction tomography profiles, augmented by ground-penetrating radar (GPR) and geophysical well logging. To illustrate this evolution of methods, geophysical imaging is described at two sites: th作者: AND 時間: 2025-3-28 19:54
Large-Scale Experimental Assessment of the Effect of Degradation on Shear Strength of Municipal Sol simulator for 1136 days. Simple shear testing was performed on reconstituted fresh and degraded waste specimens and an “undisturbed” degraded specimen. Shear resistance at 10% shear strain was defined as the shear strength in this study. The shear strength of the degraded waste was found to be 17–3作者: 堅毅 時間: 2025-3-28 23:55
Environmental Benign Electrokinetics for Landslide Mitigation,n provide effective remediation for shallow and intermediate depth landslide failures through cohesive weak soils. It is a promising alternative to conventional remediation measures under situations where regular construction loads might trigger catastrophic landslide failure. Electrokinetic treatme作者: finale 時間: 2025-3-29 06:56
Recent Advances in Seismic Design of MSW Landfill Considering Stability,. The proposed methodology incorporates the influences of time period and phase in the analyses. Various MSW landfills with sidehill configurations founded on (a) horizontal and partly sloping base, (b) sloping base and (c) stepped base are analysed. Results are presented in terms of yield accelerat作者: Estimable 時間: 2025-3-29 07:35 作者: 退潮 時間: 2025-3-29 13:43
Resistance Factor Calculations for Load Resistance Factor Design (LRFD) of MSW Landfill Slopes,nsure uniform safety and reliability, the design approaches in the US have progressively transformed to the load and resistance factor design (LRFD) format. It may be desirable to the successful development and adoption of reliability-based resistance factors for the design of landfill slopes taking作者: depreciate 時間: 2025-3-29 19:36 作者: 網(wǎng)絡(luò)添麻煩 時間: 2025-3-29 20:31
Zeta Potential and Particle Size Characteristics of Red Mud Waste,ing the red mud with either chemicals or other waste materials. Among several factors that affect the efficiency of the treatment, surface charge characteristics and particle diameter parameters predominantly influence the performance of the neutralization. The present study focuses on examining the作者: enmesh 時間: 2025-3-30 02:10 作者: 過份好問 時間: 2025-3-30 07:25
Site Characterization of Landfills Through In Situ Testing,This paper focuses primarily on the use of cone penetration test (CPT) at municipal solid waste and hazardous waste sites. Lessons learned from case histories where CPT has been used, either alone or in combination with other investigation methods, provide useful information for future work in this 作者: 嘲笑 時間: 2025-3-30 10:23 作者: 未開化 時間: 2025-3-30 16:26
Advances in Raman Spectroscopy for the Geoenvironment,y relevant compounds. As with other optical analytical methods, the use of the technique has been hampered by challenges in optimizing the sensor-sample interface, managing turbidity for quantitative analysis, limiting fluorescence interference, preventing biofouling (particularly for long-term moni作者: dapper 時間: 2025-3-30 18:52 作者: Aesthete 時間: 2025-3-30 21:52
Axial Stress Distribution in Geothermal Energy Pile Group in Sand,ts of a building. The purpose of the present study is to analyze the response of energy pile foundations subjected to heating and cooling cycle through numerical investigations. For this purpose, a highlight of finite element method is used to simulate energy pile group. The interaction between the 作者: Benign 時間: 2025-3-31 04:37
Importance of Non-stationarity in Sustainability and Resilience of Geo-Infrastructure,tances are now becoming an inherent aspect of civil infrastructure systems, particularly because of the effect of climate change. Non-stationarity of loads and resistances affects the sustainability and resilience of geo-systems and, if not taken into account properly, may lead to unsustainable outc作者: 吸引人的花招 時間: 2025-3-31 07:02 作者: 平躺 時間: 2025-3-31 11:19
Risk Management: Challenges and Practice for US Dam and Levee Safety,(Clibborn, .). The research was an effort to understand the 1885 failure of the Khanki Weir and use this information to refine design guidance. This led to early improvements in the analysis and design of defensive measures to prevent piping failures of dams, as well as enabling the prediction of th作者: declamation 時間: 2025-3-31 13:34 作者: Dissonance 時間: 2025-3-31 20:30
Geophysical Imaging of Landfill Interiors: Examples from Northern Illinois, USA,st MSW had resistivities between 20 and 130 Ω-m (unsaturated). MSW resistivity near the leachate recirculation lines fell by as much as 3% after leachate injection started. Elastic properties of the waste were assessed using seismic wave velocities from seismic refraction tomography. The final tomog作者: 領(lǐng)導(dǎo)權(quán) 時間: 2025-3-31 22:29
Environmental Benign Electrokinetics for Landslide Mitigation,rgy. The results show that electrokinetic soil improvements using a renewable generator can be more economical than the traditional generator. It is an environmental friendly option for electrokinetic stabilization of landslide.作者: 領(lǐng)巾 時間: 2025-4-1 03:09
Dynamic Properties of Municipal Solid Waste and Amplification of Landfill Site,inimum and maximum amplifications are 1.35 and 4.05. This study shows that Indian MSW has less shear stiffness and loose filling, may be subject to more amplification for moderate earthquake ground motions, which need to be accounted for seismic design of landfills.作者: DAUNT 時間: 2025-4-1 08:48
Resistance Factor Calculations for Load Resistance Factor Design (LRFD) of MSW Landfill Slopes,ed with shear parameters and should be given due consideration in the optimum designs. Therefore, the present work reports a procedure for determining the resistance factors for stability number (in terms of unit weight, cohesion) and friction angle of MSW in accordance with LRFD of MSW landfill slo作者: 平項山 時間: 2025-4-1 11:20
Zeta Potential and Particle Size Characteristics of Red Mud Waste,the zeta potential analyser. Results indicate that the zeta potential increases with pH up to a certain pH value of 4 and then begin to fall with the further increase in pH. The zeta potential turned into negative (up to a maximum value of ?48 mV) at pH value of 6.6, which denotes the point of zero 作者: Ledger 時間: 2025-4-1 16:08
Effective Management of Aged Stockpiled Solid Wastes in India,s in Europe and the USA to the Indian situation are discussed. The management approaches discussed in this research may be of some relevance in the situations where the wastes are to be mined from old landfills in the USA.作者: 取消 時間: 2025-4-1 19:22 作者: scoliosis 時間: 2025-4-1 22:40 作者: 潛移默化 時間: 2025-4-2 04:59
Reliability-Based Sustainable Design of Piled Raft-Supported Structure,imulation (MCS). Probability of failure is assessed and design implications are also suggested. Finally, this study highlights importance of reliability-based design of piled raft foundation and rational choice of DSSI modeling which may help sustainable design of piled raft foundation.
