標(biāo)題: Titlebook: Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls; Hemanta Hazarika,Motoki Kazama,Wei F. Lee Conference proceedings 2017 Spr [打印本頁] 作者: 非決定性 時(shí)間: 2025-3-21 16:52
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書目名稱Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls影響因子(影響力)學(xué)科排名
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書目名稱Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls讀者反饋學(xué)科排名
作者: Irksome 時(shí)間: 2025-3-21 23:05
https://doi.org/10.1007/978-3-662-25845-3e weakens a bearing capacity of a mound. The present paper describes bearing capacity properties of a mound under seepage flow, by using centrifuge model tests and finite element method analyses. Two types of model tests were conducted in the study: horizontal load tests and combined tests with hori作者: cunning 時(shí)間: 2025-3-22 01:04 作者: 毀壞 時(shí)間: 2025-3-22 08:35 作者: Evocative 時(shí)間: 2025-3-22 08:54 作者: Osmosis 時(shí)間: 2025-3-22 15:43
Entwicklungsgeschichte der Modernen Physikmbankment would result from the liquefaction of sandy foundation. Therefore, three centrifuge shaking table tests were performed to study the seismic behaviour of reinforced earth embedment on liquefiable and non-liquefiable sand deposits. From the test results, it was observed that the liquefaction作者: Osmosis 時(shí)間: 2025-3-22 19:55
Zusammenfassung der Ergebnisse,erformed to increase the diameter of stabilized soil columns and also to produce arbitrary shapes of improved soil structures. The in situ performance verification are also performed to verify arbitrary shapes and large diameters of stabilized soil columns, mechanical properties of stabilized soil c作者: 諄諄教誨 時(shí)間: 2025-3-22 22:20 作者: ASTER 時(shí)間: 2025-3-23 02:39 作者: 最有利 時(shí)間: 2025-3-23 09:15
https://doi.org/10.1007/978-3-663-16012-0 March 2011 Earthquake in East Japan) has increased the importance of understanding the effect of non-plastic fines on cyclic behavior of sand. The study on their influence has been carried out by several investigators through both field and laboratory tests, obtaining different outcomes that depend作者: 護(hù)身符 時(shí)間: 2025-3-23 09:44
Bau und Entwicklung der Samenanlagen, understood yet. To address this issue, this paper presents a simplified semi-empirical procedure for predicting earthquake-induced sloped ground failure, namely liquefaction and shear failure. It consists of a framework where cyclic stress ratio (CSR), static stress ratio (SSR) and undrained shear 作者: pantomime 時(shí)間: 2025-3-23 14:47 作者: 出生 時(shí)間: 2025-3-23 21:39
Diskussion und Schlussfolgerungenxcess pore water pressure dissipation mechanism could take place. This may have an effect on the cyclic strength at different loading rates, although the influence on loading rate is neglected in general. According to the ASTM testing standard, a typical loading rate for cyclic triaxial tests should作者: 繁榮中國 時(shí)間: 2025-3-24 00:28 作者: arabesque 時(shí)間: 2025-3-24 05:24
https://doi.org/10.1007/978-3-663-02410-1lands along Tokyo bay. Enormous amounts of sand boils were erupted in the city of Urayasu. It is known that the fines content of reclaimed liquefiable soils in Urayasu city varies significantly from 10 to 40–50?%. In the present study, the soil sample erupted as sand boils was retrieved from the cit作者: 賞錢 時(shí)間: 2025-3-24 10:16
Zusammenfassung der Ergebnisse,erformed to increase the diameter of stabilized soil columns and also to produce arbitrary shapes of improved soil structures. The in situ performance verification are also performed to verify arbitrary shapes and large diameters of stabilized soil columns, mechanical properties of stabilized soil columns, and real-time construction management.作者: Tremor 時(shí)間: 2025-3-24 13:30 作者: 使饑餓 時(shí)間: 2025-3-24 16:52
Entwicklungsgeschehen in OrganisationenSilty sand liquefaction has been of great interest of research in geotechnical earthquake engineering. This article presents preliminary results of a case study on nonplastic silty sand liquefaction. Influence factors such as fines contents and disturbance effects on dynamic properties of silty sand are carefully discussed in this paper.作者: 通知 時(shí)間: 2025-3-24 20:21
A Case Study on Silty Sand LiquefactionSilty sand liquefaction has been of great interest of research in geotechnical earthquake engineering. This article presents preliminary results of a case study on nonplastic silty sand liquefaction. Influence factors such as fines contents and disturbance effects on dynamic properties of silty sand are carefully discussed in this paper.作者: Inelasticity 時(shí)間: 2025-3-25 02:23
https://doi.org/10.1007/978-4-431-56205-4Earthquake-related geotechnical hazards; Geohazard evaluation and mitigation; Ground improvement; Heavy作者: Nausea 時(shí)間: 2025-3-25 04:39 作者: 和平主義者 時(shí)間: 2025-3-25 10:06
Conference proceedings 2017tion of the latest state-of-the-art research in the area, the information contained in this book will help researchers, designers, consultants, government officials, and academicians involved in the mitigation of natural hazards. The findings and other information provided here is expected to contri作者: 鄙視 時(shí)間: 2025-3-25 12:08
Entwicklung der chemischen Krystallographiepore fluid used in the tests (less permeability of soil) and the embedded depth of tunnel. The tunnel would experience the less uplift if the tunnel is embedded in the deeper depth and in the less viscous pore fluid (higher permeability of soil). (2) Once the tunnel begins floating the liquefied san作者: COST 時(shí)間: 2025-3-25 19:19
https://doi.org/10.1007/978-3-663-02408-8th a help of such typical depth-wise profiles, the depth of reclamation is estimated at each location in Asahi city. The soil liquefaction triggering is then discussed with a help of factors of safety against soil liquefaction estimated from SWS test results.作者: 條約 時(shí)間: 2025-3-25 23:20 作者: FIN 時(shí)間: 2025-3-26 01:48 作者: 善于 時(shí)間: 2025-3-26 04:24
Bau und Entwicklung der Samenanlagen,a very gentle sloped ground that occurred in Ebigase (Japan) during the 1964 Niigata Earthquake (..?=?7.5 and ..?=?0.16.) is evaluated for various soil elements, located at different depths beneath sloped ground level. Predictions are well in accordance with field observations confirming that under 作者: FUSE 時(shí)間: 2025-3-26 09:30
,Die Reurbanisierung der Gro?stadt,sand before, during, and after liquefaction. The permeability of the sand was calculated directly from the hydraulic gradient which drove the water flow through the specimen. Results showed that the critical state of the specimen for sand boiling can be predicted well by using the Terzaghi’s theoret作者: SUGAR 時(shí)間: 2025-3-26 14:39
https://doi.org/10.1007/978-3-663-02410-1taining sand as well as clean sand without fines. The effects of fines on the cyclic resistance of unsaturated Urayasu sand are examined. The effects of overconsolidation, loosely mixed cement stabilisation and unsaturation on the liquefaction resistance of Urayasu sand are then compared and discuss作者: CALL 時(shí)間: 2025-3-26 17:11
s book will help researchers, designers, consultants, government officials, and academicians involved in the mitigation of natural hazards. The findings and other information provided here is expected to contri978-4-431-56778-3978-4-431-56205-4作者: Melanoma 時(shí)間: 2025-3-27 00:15 作者: 多嘴多舌 時(shí)間: 2025-3-27 03:40
Use of Swedish Weight Sounding Tests for Detecting Liquefiable Backfills Reclaimed in Iron Sand Minith a help of such typical depth-wise profiles, the depth of reclamation is estimated at each location in Asahi city. The soil liquefaction triggering is then discussed with a help of factors of safety against soil liquefaction estimated from SWS test results.作者: PANT 時(shí)間: 2025-3-27 05:28 作者: 禁止 時(shí)間: 2025-3-27 11:51 作者: 威脅你 時(shí)間: 2025-3-27 17:16
An Investigation on the Liquefaction-Induced Sloped Ground Failure During the 1964 Niigata Earthquaka very gentle sloped ground that occurred in Ebigase (Japan) during the 1964 Niigata Earthquake (..?=?7.5 and ..?=?0.16.) is evaluated for various soil elements, located at different depths beneath sloped ground level. Predictions are well in accordance with field observations confirming that under 作者: 冥想后 時(shí)間: 2025-3-27 20:23 作者: Mast-Cell 時(shí)間: 2025-3-27 22:06 作者: Mri485 時(shí)間: 2025-3-28 03:32 作者: 過于光澤 時(shí)間: 2025-3-28 09:32
Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls978-4-431-56205-4作者: 品嘗你的人 時(shí)間: 2025-3-28 13:02 作者: jabber 時(shí)間: 2025-3-28 15:45 作者: 寄生蟲 時(shí)間: 2025-3-28 21:01 作者: 過剩 時(shí)間: 2025-3-29 00:33 作者: Instantaneous 時(shí)間: 2025-3-29 06:41 作者: Sinus-Rhythm 時(shí)間: 2025-3-29 09:07 作者: Ordnance 時(shí)間: 2025-3-29 13:10
Bearing Capacity of Breakwater Mound Under Tsunami-Induced Seepage Flowzontal load and seepage flow. According to the model tests, seepage force resulted in decrease of a bearing capacity. In addition, it was confirmed that finite element method analyses could simulate the model tests, and the suitable hypothetical adhesion was shown to simulate the effect of seepage force.作者: 健忘癥 時(shí)間: 2025-3-29 16:26 作者: 慢慢流出 時(shí)間: 2025-3-29 20:14 作者: PANG 時(shí)間: 2025-3-30 03:12 作者: inveigh 時(shí)間: 2025-3-30 07:56
Problemstellung und theoretischer Rahmen,ical examinations including the centrifuge model tests, it can be concluded that the increase of the pore water pressure in the thin ash-fall deposits layer with high permeability has promoted the decrease of the effective confining pressure in the layer, and it caused the surface failures in the hillside slopes.作者: 惹人反感 時(shí)間: 2025-3-30 08:20 作者: disparage 時(shí)間: 2025-3-30 13:57 作者: Rheumatologist 時(shí)間: 2025-3-30 18:07
Initial Trigger for Slope Failures in Volcanic Ash Layer of Hillside Surface in Izu-Oshima Island inical examinations including the centrifuge model tests, it can be concluded that the increase of the pore water pressure in the thin ash-fall deposits layer with high permeability has promoted the decrease of the effective confining pressure in the layer, and it caused the surface failures in the hillside slopes.作者: Virtues 時(shí)間: 2025-3-30 20:43 作者: 史前 時(shí)間: 2025-3-31 02:28
