標(biāo)題: Titlebook: Climate Change Adaptation from Geotechnical Perspectives; Select Proceedings o Hemanta Hazarika,Stuart Kenneth Haigh,Suman Manand Conferenc [打印本頁] 作者: 爆裂 時(shí)間: 2025-3-21 18:42
書目名稱Climate Change Adaptation from Geotechnical Perspectives影響因子(影響力)
書目名稱Climate Change Adaptation from Geotechnical Perspectives影響因子(影響力)學(xué)科排名
書目名稱Climate Change Adaptation from Geotechnical Perspectives網(wǎng)絡(luò)公開度
書目名稱Climate Change Adaptation from Geotechnical Perspectives網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Climate Change Adaptation from Geotechnical Perspectives被引頻次
書目名稱Climate Change Adaptation from Geotechnical Perspectives被引頻次學(xué)科排名
書目名稱Climate Change Adaptation from Geotechnical Perspectives年度引用
書目名稱Climate Change Adaptation from Geotechnical Perspectives年度引用學(xué)科排名
書目名稱Climate Change Adaptation from Geotechnical Perspectives讀者反饋
書目名稱Climate Change Adaptation from Geotechnical Perspectives讀者反饋學(xué)科排名
作者: FEMUR 時(shí)間: 2025-3-21 23:42
Contribution of Vetiver Grass Towards Slope Stability Via Mechanical Root Reinforcements. In particular, the improvement in slope stability is obtained by planting vegetation that offers an improvement in existing shear strength via mechanical root reinforcement promoted by the presence of roots along failure surface. This study was aimed at evaluating the contribution of the root coh作者: CYT 時(shí)間: 2025-3-22 02:11 作者: Trabeculoplasty 時(shí)間: 2025-3-22 07:39 作者: 高度表 時(shí)間: 2025-3-22 09:40 作者: 搖擺 時(shí)間: 2025-3-22 16:17
Influence of Relative Stiffness on Integral Bridge Designplacement bringing a reduction in lifecycle cost, carbon emissions, and socio-economic impact from road and rail disruption, therefore offering a resilient infrastructure solution in the face of a changing climate. By better understanding earth pressure ratcheting in the backfill due to repeated the作者: 搖擺 時(shí)間: 2025-3-22 18:02
Study on Compaction and Unconfined Compressive Strength Characteristics of Magnesium Carbonate Mixedsideration one such proposed desalination brine conversion technology, capable of making use of its product magnesium oxide (MgO) to mineralize CO. and produce magnesium carbonate (MgCO.). Recognizing the necessity to find feasible applications for the output non-plastic MgCO., this paper outlines t作者: 我不重要 時(shí)間: 2025-3-22 23:13 作者: Intact 時(shí)間: 2025-3-23 04:41
Transient Simulation of Ground Source Heat Pump in Tropical Region Considering Groundwater Flowasing. Concerns about regional energy sustainability are growing as most of the electricity supplies in the region come from fossil fuels. On the other hand, space cooling is essential to electricity demands. In addition to finding the solution for sustainable energy generation, the conservation of 作者: 輕彈 時(shí)間: 2025-3-23 08:09
2D Model Tests of Sheet Pile Reinforcement Method for Existing Pile Foundationsier to construct in narrow areas than conventional methods of reinforcing pile foundations. Furthermore, the method can be used as a foundation reinforcement technique. In this study, static horizontal loading tests were conducted on a model ground using various separations between the piles and SP.作者: 角斗士 時(shí)間: 2025-3-23 13:19 作者: BRUNT 時(shí)間: 2025-3-23 16:27
Case Study on Application of an Innovative Method of Pulling Out the Earth Retaining Pile with Less after the backfill at the open-cut was completed. This is because the pull-out of steel sheet piles causes the non-negligible subsidence of the surrounding ground. In order to suppress ground deformation caused by the extraction, “A method of pulling out the earth retaining pile and filling filler 作者: 決定性 時(shí)間: 2025-3-23 18:25
Case Studies of Vibration Method to Evaluate Residual Tensile Force of Ground AnchorsGenerally, a lift-off test is used to measure the residual tensile force. The test is performed by placing a hydraulic jack on the extra part of the PC steel wire at the anchor head and loading a tensile force. The measurement principle of the test is clear, and the results are reliable. However, th作者: 爭吵加 時(shí)間: 2025-3-23 23:10 作者: 增長 時(shí)間: 2025-3-24 05:00
Comparative Study of Evaluations of Bearing Capacity Using Conventional Method and Finite Element Mebility. In this research, the vertical bearing capacity of strip footing on Kathmandu Clay was analyzed using Mohr–Coulomb soil model both in drained and undrained conditions through finite elements. The analyses were focused on the failure patterns of the footing for both drained and undrained cond作者: incite 時(shí)間: 2025-3-24 10:19 作者: pacifist 時(shí)間: 2025-3-24 13:59 作者: 天氣 時(shí)間: 2025-3-24 16:49
2366-2557 ment, challenges encountered and solutions for sustainable i.This book presents select proceedings of the 2nd International Conference on Construction Resources for Environmentally Sustainable Technologies (CREST 2023), and focuses on sustainability, promotion of new ideas and innovations in design,作者: 裝勇敢地做 時(shí)間: 2025-3-24 20:26
Conference proceedings 2024atest research, information, technological advancement, practical challenges encountered, and solutions adopted in the field of geotechnical engineering for sustainable infrastructure towards climate change adaptation. This volume will be of interest to those in academia and industry alike..作者: 詢問 時(shí)間: 2025-3-24 23:30
Conference proceedings 2024ST 2023), and focuses on sustainability, promotion of new ideas and innovations in design, construction and maintenance of geotechnical structures with the aim of contributing towards climate change adaptation and disaster resiliency to meet the UN Sustainable Development Goals (SDGs). It presents l作者: Somber 時(shí)間: 2025-3-25 04:17 作者: 藐視 時(shí)間: 2025-3-25 10:24
Howard Mancing,Jennifer Marston Williams were further compared with Vesic’s and Prandtl’s methods of evaluating bearing capacities. Hence, obtained results of simulated failure plane and the conventional one preceded by Prandtl show a good agreement between each other and validated the results.作者: 用樹皮 時(shí)間: 2025-3-25 12:30 作者: perpetual 時(shí)間: 2025-3-25 19:07
Comparative Study of Evaluations of Bearing Capacity Using Conventional Method and Finite Element Mes were further compared with Vesic’s and Prandtl’s methods of evaluating bearing capacities. Hence, obtained results of simulated failure plane and the conventional one preceded by Prandtl show a good agreement between each other and validated the results.作者: 低三下四之人 時(shí)間: 2025-3-25 23:08 作者: cumulative 時(shí)間: 2025-3-26 00:25 作者: 誘騙 時(shí)間: 2025-3-26 07:28 作者: sundowning 時(shí)間: 2025-3-26 09:25 作者: 陶醉 時(shí)間: 2025-3-26 15:29
Influence of Relative Stiffness on Integral Bridge Designcture interaction, especially the relative stiffness of soil and structure, can reduce abutment bending moments by 30% and that this is largely unaccounted for in the current U.K. design code PD 6694–1. Preliminary results showed a similar influence of stiffness on seismic response.作者: Diaphragm 時(shí)間: 2025-3-26 19:41 作者: LEVY 時(shí)間: 2025-3-26 23:46
2366-2557 and solutions adopted in the field of geotechnical engineering for sustainable infrastructure towards climate change adaptation. This volume will be of interest to those in academia and industry alike..978-981-99-9217-1978-981-99-9215-7Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: JAMB 時(shí)間: 2025-3-27 04:13
Stephen S. Light Ph.D,Jan Adamowski Ph.Drick. Further results on energy simulation analysis showed that building with AAC block (density 660?kg/m.) and FC (density 1000?kg/m.) as walling material exhibited yearly energy consumption of 15,188.24 and 15,608.75 kWh, respectively, which is comparatively lower than that of clay bricks (16,187.作者: 飾帶 時(shí)間: 2025-3-27 08:30
Michael Flaxman,Juan Carlos Vargas-Morenole strength offered by vetiver roots increased with decreasing root diameter and a good power-fit relationship was obtained between root diameter and tensile strength. Furthermore, the root morphological characteristics were used with root bundle theory to translate the tensile strength offered by r作者: 明確 時(shí)間: 2025-3-27 12:56 作者: nonradioactive 時(shí)間: 2025-3-27 17:34
Neighborhood-Scale Restoration Projects, growth and root biomass which ensure its use in geotechnical and geo-environmental engineering. Hence, the effect of vetiver grass roots on soil water retention curves (SWRC), permeability (k) functions and shear strength parameters have been experimentally investigated on lateritic soil. Thus, thi作者: 陳列 時(shí)間: 2025-3-27 18:21 作者: 領(lǐng)帶 時(shí)間: 2025-3-27 23:36 作者: 共和國 時(shí)間: 2025-3-28 03:12 作者: 表示問 時(shí)間: 2025-3-28 10:14
Howard Mancing,Jennifer Marston Williamped to simulate the thermophysical properties of reinforced soil mixture in both regions. The results show that mPCM was the most effective in soil temperature control during its phase transition. The maximum temperature rise in the mPCM soil layer was 1.4 ℃ under seasonal freezing conditions. With 作者: inventory 時(shí)間: 2025-3-28 11:13 作者: 蹣跚 時(shí)間: 2025-3-28 18:34
Howard Mancing,Jennifer Marston Williamnd we are working toward the practical application of this method and are conducting measurements to determine its applicability. We conducted measurement tests on several standards of anchors. As the results, it is found that the discrepancy between the residual tensile forces obtained by lift-off 作者: 膽小懦夫 時(shí)間: 2025-3-28 22:23 作者: 使害怕 時(shí)間: 2025-3-29 02:39 作者: 外貌 時(shí)間: 2025-3-29 03:22
Climate Change Adaptation from Geotechnical PerspectivesSelect Proceedings o作者: Hot-Flash 時(shí)間: 2025-3-29 10:34
Analysis of Operational Energy Cost of Typical Residential Building (in Guwahati Located in Northeasrick. Further results on energy simulation analysis showed that building with AAC block (density 660?kg/m.) and FC (density 1000?kg/m.) as walling material exhibited yearly energy consumption of 15,188.24 and 15,608.75 kWh, respectively, which is comparatively lower than that of clay bricks (16,187.作者: 使害怕 時(shí)間: 2025-3-29 14:49
Contribution of Vetiver Grass Towards Slope Stability Via Mechanical Root Reinforcementle strength offered by vetiver roots increased with decreasing root diameter and a good power-fit relationship was obtained between root diameter and tensile strength. Furthermore, the root morphological characteristics were used with root bundle theory to translate the tensile strength offered by r作者: Culmination 時(shí)間: 2025-3-29 16:27 作者: monogamy 時(shí)間: 2025-3-29 20:33 作者: 公理 時(shí)間: 2025-3-30 03:29
Study on Compaction and Unconfined Compressive Strength Characteristics of Magnesium Carbonate Mixedater than that of pure soil (i.e., 0 wt.% case). The probable reasons were attributed to the suction effect being lower the pure soil due to the greater than optimum water content used, and the effect instead being higher in mixtures due to increase in finer particles.作者: NATAL 時(shí)間: 2025-3-30 04:07
Sustainable Handling of Soft Soils During the Design of Major Infrastructure ProjectsCem gained a sufficient stiffness increase, why this cement was used in the LCA. The LCAs showed that cement stabilization could lower the CO. emission by 85% compared to a mass exchange, 77% for piled foundation, and 58% for pre-consolidation. Thus, cement stabilization can be a sustainable alterna作者: Fermentation 時(shí)間: 2025-3-30 10:36
Transient Simulation of Ground Source Heat Pump in Tropical Region Considering Groundwater Flows the performance of the GSHP system for a typical detached office building. The ground thermal parameters, building thermal properties, and climate conditions were based on the field data. A year of GSHP cooling was simulated, considering different cases of groundwater flow velocities. The simulati作者: 細(xì)菌等 時(shí)間: 2025-3-30 12:55 作者: 教義 時(shí)間: 2025-3-30 19:43 作者: BRAVE 時(shí)間: 2025-3-30 20:42 作者: Interferons 時(shí)間: 2025-3-31 04:49 作者: 新鮮 時(shí)間: 2025-3-31 05:16
Efficient Construction of Groundwater Level Observation Holes for Monitoring of Slope Disastersre predicted from limited information. Instead of drilling, we will introduce a method of making a observation hole by inserting a φ10 mm water level meter into the screw weight sounding test hole. The screw weight sounding test is a test that can evaluate the hardness, tightness, and soil layer com作者: 烤架 時(shí)間: 2025-3-31 10:54 作者: Hiatus 時(shí)間: 2025-3-31 14:00 作者: mastoid-bone 時(shí)間: 2025-3-31 17:38 作者: Narcissist 時(shí)間: 2025-3-31 23:45
https://doi.org/10.1007/978-981-99-9215-7Geotechnical Engineering; Climate Change Related Geo Disaster; Resilient Infrastructures; Sustainable R作者: Notorious 時(shí)間: 2025-4-1 02:26
978-981-99-9217-1The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor
