作者: 符合規(guī)定 時間: 2025-3-21 23:55
Subsidence Detection Using Persistent Scatterer Interferometryood occurred in 2018 using Sentinel 1A Side Looking Complex images (SLC) images in VV polarization. Sentinel 1A SLC images (C-band) acquired from June 3, 2017 to July 4, 2008, are used for the study. The study shows that the region has undergone upliftment and settlement to a maximum of 30?mm at a maximum velocity of 10?mm/year.作者: Arboreal 時間: 2025-3-22 01:55 作者: ALT 時間: 2025-3-22 08:05
Theoretische Konzeptualisierung der Studie, into three sections namely: multi-hazard assessment, landslide hazard assessment and mitigation, and geotechnical engineering. This chapter also includes basic definitions and introduction to geohazard investigation and management.作者: Enzyme 時間: 2025-3-22 09:39 作者: 外露 時間: 2025-3-22 14:42 作者: 外露 時間: 2025-3-22 18:27 作者: opinionated 時間: 2025-3-22 23:07 作者: jumble 時間: 2025-3-23 04:50
Geohazard Investigation and Management: An Introduction, into three sections namely: multi-hazard assessment, landslide hazard assessment and mitigation, and geotechnical engineering. This chapter also includes basic definitions and introduction to geohazard investigation and management.作者: Confess 時間: 2025-3-23 05:43
https://doi.org/10.1007/978-981-16-6140-2Disaster Mitigation; Earthquake Hazard; Floods and Droughts; Landslide Prevention; Resilient Infrastruc作者: cuticle 時間: 2025-3-23 11:33 作者: –DOX 時間: 2025-3-23 17:38
Theoretische Konzeptualisierung der Studie,works. This chapter summarizes the contents of the book titled geohazard mitigations, which contains thirty-eight chapters. These chapters are divided into three sections namely: multi-hazard assessment, landslide hazard assessment and mitigation, and geotechnical engineering. This chapter also incl作者: Anthrp 時間: 2025-3-23 19:47
Wolfgang Pauli,Norbert Straumannization using colloidal silica is a novel technique to mitigate liquefaction during an earthquake as well. Colloidal silica has excellent durability characteristics, is?chemically and biologically inert and also nontoxic. The research established on the influence of viscosity in curing and the?gelli作者: CYN 時間: 2025-3-24 01:19 作者: 無脊椎 時間: 2025-3-24 02:26 作者: BLAZE 時間: 2025-3-24 08:58 作者: Fsh238 時間: 2025-3-24 13:54 作者: Amorous 時間: 2025-3-24 18:18 作者: Debility 時間: 2025-3-24 21:24 作者: 不滿分子 時間: 2025-3-25 00:25
https://doi.org/10.1007/978-3-531-90954-7nfrastructural development, reduction of vegetation and forest land, illegal sand lifting from riverbank and watershed, etc. are prime reasons of soil erosion in Sirajganj. This research is administered to detect the soil erosion in Sirajganj through revolution in land-cover pattern. The experimenta作者: 不再流行 時間: 2025-3-25 07:15
Die amerikanische Stimmung im Jahr des Janusnt underlying pavement experiences large deformation, lateral spreading, and loss of strength due to increased undissipated pore water pressure. After the devastating effects of the 2001 Bhuj earthquake, the Government of India has prioritized detailed geotechnical site characterization for all the 作者: 追逐 時間: 2025-3-25 08:38
https://doi.org/10.1007/978-3-663-09671-9ication of the landslide blockages based on their material composition, sedimentological features, and travel distance is used to assess the erodibility of a dam. The erodibility controls the size (height and width) of a breach and the speed at which it forms and, thus, the peak discharge. Three cat作者: 放肆的你 時間: 2025-3-25 14:18 作者: staging 時間: 2025-3-25 18:34 作者: aphasia 時間: 2025-3-25 23:51
Hermann Triepel,Robert Herrlinger(PDCs) that travel on the flank of volcanoes. Pyroclastic deposits are typically mixtures of ash, lapilli and blocks, very loose and unconsolidated, hence prone to move along a slope. Due to highly porous structure, such deposits are also prone to wetting induced collapse, with a transition from a s作者: Harbor 時間: 2025-3-26 00:26
Die Arena des strategischen Handelnsed severe environmental damage due to the landslides. In the present work, the soil in the selected area was analyzed to determine the in situ soil properties and identify the suitable in-situ ground reinforcement technique to improve the slope stability. The slope stability analysis was carried out作者: evaculate 時間: 2025-3-26 05:09 作者: 增強 時間: 2025-3-26 10:30 作者: Gingivitis 時間: 2025-3-26 15:03 作者: 挑剔小責 時間: 2025-3-26 20:29
Geohazard Mitigation978-981-16-6140-2Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: resuscitation 時間: 2025-3-27 00:51
2366-2557 researchers, policy makers and professionals working in the area of civil engineering, especially disaster management.??.978-981-16-6142-6978-981-16-6140-2Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: 反話 時間: 2025-3-27 04:19 作者: 伙伴 時間: 2025-3-27 06:42 作者: 肌肉 時間: 2025-3-27 12:20
https://doi.org/10.1007/978-94-017-4931-2s greater than 20%. The field investigations after the ENSO 2017 occurrence made it possible to verify that the debris flow barriers allowed to avoid the loss of human life and material damage. The field measured volumes of the solids retained by the barriers and the previously estimated volumes of 作者: BLINK 時間: 2025-3-27 15:21 作者: 指耕作 時間: 2025-3-27 20:55 作者: Implicit 時間: 2025-3-27 23:43 作者: nurture 時間: 2025-3-28 02:19
B. H?fling,K. v. Hoyningen-Huene earthquakes such as of November 20, 1995, when an earthquake followed by many aftershocks took place. Such cases require comprehensive risk reduction and management policies. In this study, we firstly presented an assessment of the 1988 Khartoum flood, which was described to be unrivaled due to the作者: 不朽中國 時間: 2025-3-28 10:12
https://doi.org/10.1007/978-3-531-90954-7w of urban/ex-urban development. Land-cover changes act as an important factor for governing the rate of soil erosion in Sirajganj. Due to the deposition and movement of soil particles, the resulting deterioration process?has made the soil disintegrated for the last?few?years.? The findings of the s作者: Axon895 時間: 2025-3-28 10:55
Die amerikanische Stimmung im Jahr des Janusion triggering procedures, 2014) to obtain the factor of safety through SPT—N-based approach. Further, the results were analyzed using software named LiqIT based on the semi-empirical method of liquefaction assessment. Comparison of the results obtained from the methods considered during this study 作者: 喪失 時間: 2025-3-28 16:32 作者: 業(yè)余愛好者 時間: 2025-3-28 19:30
Hermann Triepel,Robert Herrlingerferent dataset and interpretations. Exponential and power relations are found among the uniformity coefficient, the median diameter and the main physical variables adopted in the physical-based models used for the analysis of the natural hazards in volcanic deposits.作者: Breach 時間: 2025-3-28 23:46 作者: 脊椎動物 時間: 2025-3-29 07:05 作者: Axon895 時間: 2025-3-29 10:05
Verpasste Chancen, neue Chancen?pes were carried out in GEO-5 using different stabilizing measures that included the construction of retaining walls, soil nailing, anchoring, etc. Then, stability analysis of slopes was carried out to check for any improvement in the factor of safety. After optimization of results, suitable suggest作者: incredulity 時間: 2025-3-29 15:25 作者: Colonnade 時間: 2025-3-29 15:49
A Study on Liquefaction Susceptibility of Earthen Damsly. Analytical procedure is further incorporated as per Indian Standards for validation and verification on results obtained by numerical analysis. Further, factor of safety against liquefaction failure is found, and suitable mitigation techniques are discussed briefly.作者: 賭博 時間: 2025-3-29 23:33 作者: 返老還童 時間: 2025-3-30 00:32
Investigation of Flow Structures Along the Embankment Generated Nearby Finite Riparian Vegetationonship between the afflux and the angle. However, for DM, the maximum afflux along the sidewall occurred for 60°, 90°, and 120° angles. Two peak standing wave fields were observed for intermediate gaps for debris trapping cases. Moreover, for higher gaps, DM generated standing wave field shifts furt作者: 優(yōu)雅 時間: 2025-3-30 04:58
Sediment Yield Estimation and Reservoir Sedimentation Assessment Using Geospatial Tools: A Case Studchnique is used to calculate the sediment yield occurring in the watershed. The results have shown that about 46.67% of the watershed area comes under the high erosion category and about 26.66% each comes under the moderate and slight erosion category. The loss in storage capacity of the reservoir i作者: 針葉 時間: 2025-3-30 09:17
Stress and Deformation Analysis of Ground Subjected to Deep Excavation in Sandy Soil—A Man-Made Disat depth of the sheet pile wall are taken as the key parameters. Based on the FEM-based numerical analysis, the areas which are the most stressed and the areas which tend to deform the most are identified, and suitable combinations of pile sections and embedment depth are recommended. The extent to w作者: 小母馬 時間: 2025-3-30 14:23
Khartoum Geohazard: An Assessment and a Future Warning earthquakes such as of November 20, 1995, when an earthquake followed by many aftershocks took place. Such cases require comprehensive risk reduction and management policies. In this study, we firstly presented an assessment of the 1988 Khartoum flood, which was described to be unrivaled due to the作者: Affiliation 時間: 2025-3-30 19:16
Assessment of Land-Use and Land-Cover Changes on Soil Erosion in Sirajganj: A GIS and Remote Sensingw of urban/ex-urban development. Land-cover changes act as an important factor for governing the rate of soil erosion in Sirajganj. Due to the deposition and movement of soil particles, the resulting deterioration process?has made the soil disintegrated for the last?few?years.? The findings of the s作者: 乞丐 時間: 2025-3-31 00:31
A Study on Liquefaction Susceptibility of Road Infrastructure in Surat Cityion triggering procedures, 2014) to obtain the factor of safety through SPT—N-based approach. Further, the results were analyzed using software named LiqIT based on the semi-empirical method of liquefaction assessment. Comparison of the results obtained from the methods considered during this study 作者: Handedness 時間: 2025-3-31 03:23 作者: Overthrow 時間: 2025-3-31 05:09
On the Features of Pyroclastic Deposits and Post-eruption Natural Hazardsferent dataset and interpretations. Exponential and power relations are found among the uniformity coefficient, the median diameter and the main physical variables adopted in the physical-based models used for the analysis of the natural hazards in volcanic deposits.作者: anatomical 時間: 2025-3-31 13:11 作者: 熱情贊揚 時間: 2025-3-31 16:19 作者: jettison 時間: 2025-3-31 21:06 作者: Phonophobia 時間: 2025-3-31 22:01
Geohazard Investigation and Management: An Introduction,works. This chapter summarizes the contents of the book titled geohazard mitigations, which contains thirty-eight chapters. These chapters are divided into three sections namely: multi-hazard assessment, landslide hazard assessment and mitigation, and geotechnical engineering. This chapter also incl作者: myriad 時間: 2025-4-1 02:15
