標(biāo)題: Titlebook: Geotechnical Engineering for Disaster Mitigation and Rehabilitation; Proceedings of the 2 Hanlong Liu,An Deng,Jian Chu Conference proceedin [打印本頁] 作者: 相似 時(shí)間: 2025-3-21 19:23
書目名稱Geotechnical Engineering for Disaster Mitigation and Rehabilitation影響因子(影響力)
書目名稱Geotechnical Engineering for Disaster Mitigation and Rehabilitation影響因子(影響力)學(xué)科排名
書目名稱Geotechnical Engineering for Disaster Mitigation and Rehabilitation網(wǎng)絡(luò)公開度
書目名稱Geotechnical Engineering for Disaster Mitigation and Rehabilitation網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Geotechnical Engineering for Disaster Mitigation and Rehabilitation被引頻次
書目名稱Geotechnical Engineering for Disaster Mitigation and Rehabilitation被引頻次學(xué)科排名
書目名稱Geotechnical Engineering for Disaster Mitigation and Rehabilitation年度引用
書目名稱Geotechnical Engineering for Disaster Mitigation and Rehabilitation年度引用學(xué)科排名
書目名稱Geotechnical Engineering for Disaster Mitigation and Rehabilitation讀者反饋
書目名稱Geotechnical Engineering for Disaster Mitigation and Rehabilitation讀者反饋學(xué)科排名
作者: 整頓 時(shí)間: 2025-3-22 00:19
,Proze?synthese in der Hauptstudie,This keynote lecture summarises the main topics covered by Eurocode 7 and the interplay with Eurocode 8 and also identify some topics that need further implementation.作者: Substance-Abuse 時(shí)間: 2025-3-22 03:02 作者: Throttle 時(shí)間: 2025-3-22 06:41 作者: deadlock 時(shí)間: 2025-3-22 09:15 作者: Antagonist 時(shí)間: 2025-3-22 14:40
https://doi.org/10.1007/978-3-322-87544-0in the lowland area during earthquakes is seriously concerned. Possibility of the damage was discussed based on the analyses for the deformation of river dikes. Analyzed results showed that the dikes settle dozens of cm and causes flood during strong shaking.作者: Antagonist 時(shí)間: 2025-3-22 19:55 作者: 知識(shí)分子 時(shí)間: 2025-3-22 21:49 作者: 幻想 時(shí)間: 2025-3-23 04:04
https://doi.org/10.1007/978-3-031-36043-5res of the slip s are first described herein together with the results of in-situ investigations on the ground conditions. In the fluvial deposit in the Jamuna riverbed the sand is known to contain several percent of mica mineral composed of plate-shaped grains. The inclusion of mica has been known 作者: 推遲 時(shí)間: 2025-3-23 06:49
Fallstudie: Multimediale Telekooperationed ground deformation can be reduced by various ground-improvement methods including the stone column (gravel drain) technique. Ground improvement by rammed granular piles (RGP) is considered one of the most reliable of these methods. This paper summarizes different mechanisms involved in the effect作者: 個(gè)阿姨勾引你 時(shí)間: 2025-3-23 12:16
https://doi.org/10.1007/978-3-322-87544-0in the lowland area during earthquakes is seriously concerned. Possibility of the damage was discussed based on the analyses for the deformation of river dikes. Analyzed results showed that the dikes settle dozens of cm and causes flood during strong shaking.作者: 冰河期 時(shí)間: 2025-3-23 17:37
Entwicklung von Arbeitsorganisationenvaluated of its seismic performance from a view point of its function, namely flood preventing performance for widely spread hinterland space. It is inevitable to predict the seismically induced deformation of dikes and their locations as much exactly as possible for evaluating seismic performance o作者: Insufficient 時(shí)間: 2025-3-23 18:26
https://doi.org/10.1007/978-3-531-19935-1ous damages to lives and properties and called for the flood mitigation scheme in Kuala Lumpur. Over the years despite the repeated dredging and canalization of floodwater in Kuala Lumpur, there were repeated incidences of severe flooding of the city centre. As part of the overall solution to the fr作者: progestin 時(shí)間: 2025-3-23 22:51 作者: dearth 時(shí)間: 2025-3-24 05:23
Modelle als Entwicklungsergebnisseoccurrence of debris-flow in Tungshih, Taiwan. Five causative factors including steepness of creek, catchment area, form factors, potentially landslide area and debris storage index were selected in the statistical model. Based on the record of debris-flow occurrence during typhoon Toraji, the steep作者: 統(tǒng)治人類 時(shí)間: 2025-3-24 08:55
https://doi.org/10.1007/978-3-642-47906-9rs contributing to possible failure of levees. Rapid drawdown would create difference in water head, which generates seepage force to destabilize the slope. Geosynthetics have been successfully used to stabilize natural and man-made slopes and should be able to be used for protecting the riverside s作者: 無表情 時(shí)間: 2025-3-24 10:58
https://doi.org/10.1007/978-3-658-26641-7Especially, the Minduli typhoon event in 2004 hit Taiwan which caused severe property damage and inflicted heavy casualties. Though landslide-induced debris flows present a hazard that is being increasingly recognized, such a large-scale debris flow hazard in Ta-Chia River watershed still appears to作者: Fissure 時(shí)間: 2025-3-24 17:42
I. Problemstellung und Aufbau der Arbeit,amboo piles to act as friction piles and bamboo mattress to distribute embankment load uniformly, to alter critical failure surface, and to provide upward-buoyancy pressure. The system has been utilized in several projects for coastal embankment on soft clay in Indonesia and has been proven reliable作者: Hangar 時(shí)間: 2025-3-24 19:38
Entwicklungsschemata und Prototyping,lysis, using time histories of ground displacement and excess pore water pressure calculated, the authors conduct an elasto-plastic analysis of a pile subjected to external force from ground displacement. Simulation results provide a reasonable explanation not only of the observed plastic deformatio作者: parallelism 時(shí)間: 2025-3-24 23:17
https://doi.org/10.1007/978-3-663-07200-3es that formation of water film beneath silt seam plays a key role in liquefaction-induced sliding failure in gentle slope. Considering that soil deposits are naturally stratified with sandwiched low permeability seams, it seems quite reasonable to recognize the water film effect as a major mechanis作者: CLOUT 時(shí)間: 2025-3-25 06:15 作者: Tremor 時(shí)間: 2025-3-25 10:55
https://doi.org/10.1007/978-3-663-20380-3eagent. The cross-section of stabilized shaft is conceptually divided into small elements in order to examine the characteristics of its heterogeneity due to imperfect mixing. The properties of each element are treated as independently identical. Typically, the unconfmed compressive strength of ceme作者: blister 時(shí)間: 2025-3-25 14:19 作者: CRACY 時(shí)間: 2025-3-25 18:26 作者: 讓步 時(shí)間: 2025-3-25 23:58
Flow Slides of Underwater Sand Deposits in Jamuna River Bed interpretation on sand behaviour. The results of the tests showed that the mica-containing sand from Jamuna River site exhibited contractive or strain-softening behaviour over a wide range of void ratio. The residual strength at the steady-state deformation obtained in the present test scheme was u作者: 故意釣到白楊 時(shí)間: 2025-3-26 00:54 作者: 高談闊論 時(shí)間: 2025-3-26 07:41
Geosynthetic Reinforcement for Riverside Slope Stability of Levees Due to Rapid Drawdownian Analysis of Continua) Slope software, was adopted. Geosynthetic layers were modeled using cable elements with grout properties between geosynthetic and soil. The riverside stability of the levee at different conditions (the average service condition, the high water surge, and drawdown from the s作者: 生命層 時(shí)間: 2025-3-26 12:33
Study on Earthquake and Typhoon Induced Regional Debris Flows in Ta-Chia River, Taiwan powerful force that moved the sparsely deposited materials into gullies and then triggered the debris flow movement. A strong coupling between the spatial distribution of rainfalls and the occurrence of regional debris flows is also addressed.作者: 沉思的魚 時(shí)間: 2025-3-26 15:55
Instrumented Full Scale Test and Numerical Analysis to Investigate Performance of Bamboo PIle-Mattreal embankment was performed in several fill stages followed by observation of embankment stability and ground settlement. Field observation indicated that embankment using bamboo pile-mattress system showed adequate stability against slope failure and bearing capacity failure and actual settlement w作者: 矛盾 時(shí)間: 2025-3-26 19:53 作者: 忙碌 時(shí)間: 2025-3-26 23:11
https://doi.org/10.1007/978-3-531-19935-1m in December 1993 claimed 48 lives. The landslide occurred during 10 days of incessant rainfall. In November 2002, another landslide occurred and buried the bungalow at the foothill within the vicinity of the Highland Towers site. The incidence also occurred during the period of incessant rainfall 作者: Kernel 時(shí)間: 2025-3-27 01:07 作者: 祝賀 時(shí)間: 2025-3-27 09:16 作者: arsenal 時(shí)間: 2025-3-27 09:39 作者: incubus 時(shí)間: 2025-3-27 14:35 作者: grenade 時(shí)間: 2025-3-27 19:16
Geotechnical Engineering for Disaster Mitigation and Rehabilitation978-3-540-79846-0作者: FECK 時(shí)間: 2025-3-27 23:11 作者: 陪審團(tuán) 時(shí)間: 2025-3-28 03:29 作者: 容易懂得 時(shí)間: 2025-3-28 07:09 作者: 偽造 時(shí)間: 2025-3-28 14:19
Mitigation of Seismic Damage of River Dikesequirement from three points; firstly what we should learn from past experiences of seismic damage of river dikes, secondly how to approach from geotechnical engineering to the goal of social requirement, lastly, necessity of new approach in soil mechanics to understand the seismically induced large deformation of soil structure.作者: 鋼筆尖 時(shí)間: 2025-3-28 17:15 作者: 不能仁慈 時(shí)間: 2025-3-28 19:32
Landslide Hazard Mapping Using Monte Carlo Simulation- a Case Study in Taiwane-range slope stability analysis software—TRIGRS, and Monte Carlo simulation which considers the uncertainty in parametrics to replace traditional single factor of safety with probability ones. The landslide susceptibility of study area is described by potentially failure probability.作者: 惰性女人 時(shí)間: 2025-3-29 00:28 作者: 抒情短詩 時(shí)間: 2025-3-29 05:49
Entwicklungsschemata und Prototyping, subjected to external force from ground displacement. Simulation results provide a reasonable explanation not only of the observed plastic deformation of the pile, but also the progressive damage of the pile.作者: 鍵琴 時(shí)間: 2025-3-29 11:08
Progressive Damage Simulation of Foundation Pile of the Showa Bridge Caused by Lateral Spreading Dur subjected to external force from ground displacement. Simulation results provide a reasonable explanation not only of the observed plastic deformation of the pile, but also the progressive damage of the pile.作者: 美食家 時(shí)間: 2025-3-29 14:49 作者: Interim 時(shí)間: 2025-3-29 18:37
Seismic Performance Evaluation of Geotechnical Structures parameter study of effective stress analyses of soil-structure systems. The coastal protection lines over a distance of 70km along Osaka Bay Area, Japan, are used as an example to demonstrate the advantages of the proposed approach.作者: 包租車船 時(shí)間: 2025-3-29 21:55 作者: 骯臟 時(shí)間: 2025-3-30 01:27 作者: gain631 時(shí)間: 2025-3-30 07:14
Modelle als Entwicklungsergebnisseng the debris budget into account, the susceptibility of debris-flow will evolve with the landslide and debris-outflow. Thereafter, the impact of geological events, such as a large earthquake, on the occurrence of debris-flow can be predicted and quantitatively evaluated.作者: 返老還童 時(shí)間: 2025-3-30 11:58
https://doi.org/10.1007/978-3-663-20380-3c theory, another random variable, denoted as the factor of mixing uniformity, is proposed to quantitatively assess the influences of mixing quality on the strength of pile shaft. The probability density function of this factor is studied, and its applications in conventional design and Reliability-Based Design (RBD) method are analyzed as well.作者: terazosin 時(shí)間: 2025-3-30 13:54 作者: 細(xì)頸瓶 時(shí)間: 2025-3-30 16:44 作者: CANDY 時(shí)間: 2025-3-30 22:17
Statistical Evaluation for Strength of Pile by Deep Mixing Methodc theory, another random variable, denoted as the factor of mixing uniformity, is proposed to quantitatively assess the influences of mixing quality on the strength of pile shaft. The probability density function of this factor is studied, and its applications in conventional design and Reliability-Based Design (RBD) method are analyzed as well.作者: 交響樂 時(shí)間: 2025-3-31 01:11 作者: Basilar-Artery 時(shí)間: 2025-3-31 08:30 作者: Fierce 時(shí)間: 2025-3-31 10:34
Liquefaction Mitigation of Sand Deposits by Granular Piles- an Overviewed ground deformation can be reduced by various ground-improvement methods including the stone column (gravel drain) technique. Ground improvement by rammed granular piles (RGP) is considered one of the most reliable of these methods. This paper summarizes different mechanisms involved in the effect作者: 總 時(shí)間: 2025-3-31 16:31
Estimation of Liquefaction-Induced Settlement of River Dikes and their Effect in Lowland Area Duringin the lowland area during earthquakes is seriously concerned. Possibility of the damage was discussed based on the analyses for the deformation of river dikes. Analyzed results showed that the dikes settle dozens of cm and causes flood during strong shaking.
