標題: Titlebook: Developments in Earthquake Geotechnics; Susumu Iai Book 2018 Springer International Publishing AG 2018 Earthquakes and Geotechnical Engine [打印本頁] 作者: negation 時間: 2025-3-21 16:48
書目名稱Developments in Earthquake Geotechnics影響因子(影響力)
書目名稱Developments in Earthquake Geotechnics影響因子(影響力)學科排名
書目名稱Developments in Earthquake Geotechnics網(wǎng)絡公開度
書目名稱Developments in Earthquake Geotechnics網(wǎng)絡公開度學科排名
書目名稱Developments in Earthquake Geotechnics被引頻次
書目名稱Developments in Earthquake Geotechnics被引頻次學科排名
書目名稱Developments in Earthquake Geotechnics年度引用
書目名稱Developments in Earthquake Geotechnics年度引用學科排名
書目名稱Developments in Earthquake Geotechnics讀者反饋
書目名稱Developments in Earthquake Geotechnics讀者反饋學科排名
作者: coltish 時間: 2025-3-21 22:29
978-3-319-87226-1Springer International Publishing AG 2018作者: Mere僅僅 時間: 2025-3-22 01:28 作者: 放肆的我 時間: 2025-3-22 08:33 作者: 貞潔 時間: 2025-3-22 11:54 作者: PLUMP 時間: 2025-3-22 15:27
Pressure Relief and Safety Devicesle walls and dewatering are picked up. Technical issues on the effectiveness of these countermeasures and their evaluation procedures are discussed based on results from relevant 1-g and centrifuge model tests, numerical analyses and triaxial tests.作者: PLUMP 時間: 2025-3-22 20:42 作者: covert 時間: 2025-3-23 00:51 作者: 注意到 時間: 2025-3-23 04:51 作者: 安慰 時間: 2025-3-23 06:50
Pressure Relief and Safety Devicesnges would influence the area if a mega-earthquake hits Tokyo in the near future. In the recent 150 years, Tokyo was developed as a highly industrialized city protected from flooding by dykes, flood-gates and reclaimed land which have been built in progressive manners. Water needed in industrialized作者: 佛刊 時間: 2025-3-23 11:19
Regulations Pertaining to Compressed Gasesrovide a computational tool that represents the nonlinear dynamic behavior of the foundation in a manner much simpler than finite element modelling; consequently, they are useful for preliminary design. The basis of this chapter is the shallow foundation moment-rotation pushover curve, which is brac作者: arthroplasty 時間: 2025-3-23 14:22 作者: intellect 時間: 2025-3-23 21:18
Regulations Pertaining to Compressed Gasesn Urayasu city in the Tokyo Bay area due to the 2011 Tohoku Earthquake off the Pacific coast. Liquefaction damage was significant because the ground shook with earthquake motions for an extremely long duration (more than 2?min for the main shock) followed by an aftershock about 30?min later. In part作者: 膝蓋 時間: 2025-3-23 22:17
Regulations Pertaining to Compressed Gaseslity of the analysis method. The multi-spring model and the cocktail glass model are used for undrained and partially drained analysis, respectively. Both are defined in the framework of the strain space multiple mechanism model. The earthquake motion in this particular earthquake lasted more than 2作者: 羅盤 時間: 2025-3-24 05:42
Bulk Containers for Compressed Gasesoku, especially in the area south of the epicenter. Although it is assumed that liquefaction due to the ground motions occurring before the tsunami magnifies the tsunami damage, the severity of liquefaction and related damage to the quay walls before the tsunami is unknown. Various numerical simulat作者: Modicum 時間: 2025-3-24 07:48 作者: incarcerate 時間: 2025-3-24 12:47
Regulations Pertaining to Compressed Gasesealize the stress–strain behavior of clay under monotonic and cyclic loads. Compared to the conventional elasto-plastic models of the Cam-clay type, advantages of the proposed model include (1) the arbitrary initial K. state can be analyzed by static gravity analysis, (2) the stress-induced anisotro作者: 確定無疑 時間: 2025-3-24 18:32
Bulk Containers for Compressed Gasesas developed as an extension of a model (cocktail glass model) for liquefiable sandy soil. The models were installed on a two-dimensional dynamic effective stress analysis program. The program was used to apply a constitutive model (cookie model) to a clay layer under a highway embankment as an exam作者: Antarctic 時間: 2025-3-24 22:45 作者: 猛然一拉 時間: 2025-3-24 23:41 作者: Parallel 時間: 2025-3-25 04:47
Susumu IaiOffers the state of the art in earthquake geotechnics.Provides a unique review of the developments in earthquake geotechnics for over half a century.Includes up-to-date effective stress analysis based作者: 色情 時間: 2025-3-25 10:33
Geotechnical, Geological and Earthquake Engineeringhttp://image.papertrans.cn/d/image/270186.jpg作者: 激怒 時間: 2025-3-25 13:53
Countermeasures Against Liquefaction,le walls and dewatering are picked up. Technical issues on the effectiveness of these countermeasures and their evaluation procedures are discussed based on results from relevant 1-g and centrifuge model tests, numerical analyses and triaxial tests.作者: Exterior 時間: 2025-3-25 17:02 作者: Anthem 時間: 2025-3-25 23:55 作者: Misgiving 時間: 2025-3-26 01:58
Bulk Containers for Compressed Gasesated. The ratio of excess pore water pressure is calculated as maximum of about 0.4 during aftershock, agreeing with the fact of no significant liquefaction at the site. It is noted that significant rise of excess pore water pressure is calculated in the aftershock, suggesting significant effect on liquefaction.作者: Irremediable 時間: 2025-3-26 05:19 作者: gonioscopy 時間: 2025-3-26 12:01 作者: ETCH 時間: 2025-3-26 12:46 作者: Conduit 時間: 2025-3-26 18:24 作者: Locale 時間: 2025-3-27 00:49
Past, Present, and Future Developments in Liquefaction Hazard Analysis, This research has led to breakthroughs in understanding of the basic mechanics of liquefiable soils, the development of practical, empirical procedures for evaluation of liquefaction potential, and the development of numerical procedures for site-specific analysis of liquefaction and its effects. T作者: Pillory 時間: 2025-3-27 04:49
Liquefaction Induced Downdrag and Dragload from Full-Scale Tests,gative skin friction became equal to about 50% of the pre-blast positive skin friction. Despite significant ground settlement, pile settlement was relatively small. A neutral plane approach for computing pile settlement resulting from negative skin friction provided reasonable agreement with observe作者: visual-cortex 時間: 2025-3-27 08:26
Whole Life Sensing of Infrastructure,ls. In recent years, sensor and communications research has been undergoing a revolution. There are possibilities to use emerging sensor technologies (distributed fiber optics sensing, wireless sensor network, low power miniature sensors, energy harvesting for continuous monitoring, robotic inspecti作者: 煤渣 時間: 2025-3-27 10:19
Recent Efforts to Mitigate the Impacts of Earthquake Hazard in Indonesia from Geotechnical Engineerspecial structures. The development of microzonation map of seismic risk has been initiated for Jakarta city. The academic draft for Indonesian earthquake master plan has been prepared based on assessment from several aspects, i.e. basic sciences, engineering and risk analysis, and social and legal 作者: 夜晚 時間: 2025-3-27 16:45 作者: 敏捷 時間: 2025-3-27 20:54
One Dimensional Shallow Foundation Macro-element,ominates the response. This means that the structure-foundation system can be reduced to a single degree of freedom (SDOF) model..The form of the shallow foundation moment-rotation curve obtained from experimental and computational modelling is approximately hyperbolic; the nonlinear shape is due in作者: FAST 時間: 2025-3-28 00:47
,Analysis of Liquefaction During 2011 East Japan Earthquake – Part 2: Effective Stress Analysis Conss the case with the 2011 earthquake. The results of the effective stress analyses incorporating the effect of permeability are consistent with the behavior of the ground with and without liquefaction damage. In particular, the delayed sand boiling at the liquefied site is well simulated by the effec作者: Delectable 時間: 2025-3-28 04:29
Effective Stress Analysis of River Dikes During the 2011 East Japan Earthquake,he river embankments both in terms of settlements and deformation modes. In particular, the partial drainage analysis using the cocktail glass model is applicable to the behavior of a river embankment subject to a seismic motion with a long duration, including the additional effect of the aftershock作者: 弄皺 時間: 2025-3-28 08:38 作者: inspiration 時間: 2025-3-28 13:32 作者: 結合 時間: 2025-3-28 17:40 作者: insightful 時間: 2025-3-28 21:26
Large Deformation (Finite Strain) Analysis: Theory,ription by a relation between the Cauchy effective stress and the Euler-Almansi strain tensors. Material description of the incremental form is derived through the material time derivative of the integrated form. The counterpart in the spatial description is derived through the Lie time derivative, 作者: pellagra 時間: 2025-3-29 01:51
Large Deformation (Finite Strain) Analysis: Application, decrease the amount of deformations compared to the infinitesimal deformation analysis in these three cases. This tendency becomes more significant as the amplitude of the input ground motions increases. We also perform a centrifuge model test to investigate the large deformation mechanism of lique作者: 死亡 時間: 2025-3-29 06:43 作者: Tremor 時間: 2025-3-29 10:29 作者: 調(diào)情 時間: 2025-3-29 12:58
Pressure Relief and Safety Devicesgative skin friction became equal to about 50% of the pre-blast positive skin friction. Despite significant ground settlement, pile settlement was relatively small. A neutral plane approach for computing pile settlement resulting from negative skin friction provided reasonable agreement with observe作者: Anthrp 時間: 2025-3-29 19:15 作者: 時間等 時間: 2025-3-29 20:44
Pressure Relief and Safety Devicesspecial structures. The development of microzonation map of seismic risk has been initiated for Jakarta city. The academic draft for Indonesian earthquake master plan has been prepared based on assessment from several aspects, i.e. basic sciences, engineering and risk analysis, and social and legal 作者: 漫步 時間: 2025-3-30 00:58 作者: oxidize 時間: 2025-3-30 05:48
Regulations Pertaining to Compressed Gasesominates the response. This means that the structure-foundation system can be reduced to a single degree of freedom (SDOF) model..The form of the shallow foundation moment-rotation curve obtained from experimental and computational modelling is approximately hyperbolic; the nonlinear shape is due in作者: Restenosis 時間: 2025-3-30 09:59
Regulations Pertaining to Compressed Gasess the case with the 2011 earthquake. The results of the effective stress analyses incorporating the effect of permeability are consistent with the behavior of the ground with and without liquefaction damage. In particular, the delayed sand boiling at the liquefied site is well simulated by the effec作者: extrovert 時間: 2025-3-30 16:19 作者: anaphylaxis 時間: 2025-3-30 17:48
Bulk Containers for Compressed Gasesuay wall retains its structural stability, may deform due to rubble foundation scouring caused by a tsunami attack. In addition, the cocktail glass model, which can consider the effect of pore water migration and dissipation, is applicable to evaluate the seismic performance such as deformation of q作者: 按時間順序 時間: 2025-3-30 22:08
Regulations Pertaining to Compressed Gasesils Found 42(2):103–129, 2002) in a strain rate ranging from zero to infinity as well as by the conventional strain-rate effects of the secondary consolidation (creep) type. Simulations of the drained/undrained behaviors of clay under monotonic and cyclic loadings are used to demonstrate the perform作者: 得罪 時間: 2025-3-31 03:06
Bulk Containers for Compressed Gasesrocess, and rising of pore water pressure was observed for the embankment. These observational results could be analytically reproduced by applying seismic waves during the consolidation settlement analysis.作者: Engaged 時間: 2025-3-31 07:17 作者: 不公開 時間: 2025-3-31 09:13 作者: handle 時間: 2025-3-31 13:37 作者: LOPE 時間: 2025-3-31 20:05
Evolution of Geotechnical Seismic Response Analysis from 1964 to 2015,作者: aggrieve 時間: 2025-3-31 22:50
Past, Present, and Future Developments in Liquefaction Hazard Analysis,1950s (Mogami T, Kubo K, The behavior of soil during vibration. In: Proceedings of the 3rd international conference on soil mechanics and foundation engineering, vol 1, Zurich, pp 152–155, 1953; Terzaghi K, Variety of submarine slope failures. In: Proceedings of the 8th Texas conference on soils and作者: SPASM 時間: 2025-4-1 03:30 作者: deceive 時間: 2025-4-1 08:03
