intrinsic
发表于 2025-3-21 16:05:22
书目名称Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics影响因子(影响力)<br> http://impactfactor.cn/if/?ISSN=BK0581842<br><br> <br><br>书目名称Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics影响因子(影响力)学科排名<br> http://impactfactor.cn/ifr/?ISSN=BK0581842<br><br> <br><br>书目名称Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics网络公开度<br> http://impactfactor.cn/at/?ISSN=BK0581842<br><br> <br><br>书目名称Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics网络公开度学科排名<br> http://impactfactor.cn/atr/?ISSN=BK0581842<br><br> <br><br>书目名称Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics被引频次<br> http://impactfactor.cn/tc/?ISSN=BK0581842<br><br> <br><br>书目名称Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics被引频次学科排名<br> http://impactfactor.cn/tcr/?ISSN=BK0581842<br><br> <br><br>书目名称Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics年度引用<br> http://impactfactor.cn/ii/?ISSN=BK0581842<br><br> <br><br>书目名称Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics年度引用学科排名<br> http://impactfactor.cn/iir/?ISSN=BK0581842<br><br> <br><br>书目名称Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics读者反馈<br> http://impactfactor.cn/5y/?ISSN=BK0581842<br><br> <br><br>书目名称Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics读者反馈学科排名<br> http://impactfactor.cn/5yr/?ISSN=BK0581842<br><br> <br><br>
半圆凿
发表于 2025-3-21 23:13:16
Three-Dimensional Centrifuge and Numerical Modeling of Underground Structures Subjected to Normal Fthe free-field fault rupture outcrop is important for the safe design of pile foundations. Identifying the potential damage zone for a tunnel crossing a fault is also crucial. In this paper, three-dimensional centrifuge and numerical modeling of piles and tunnels subjected to normal faulting are rep
APNEA
发表于 2025-3-22 02:03:41
Liquefaction Mitigation Measures: A Historical Review,problem in 1960s and many mitigation measures have been developed since then. This paper reviews the historical development of this technology up to the present time and classifies them into several categories. Major trend nowadays is the emphasis on ground improvement under existing structures, whi
MITE
发表于 2025-3-22 06:15:07
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Stagger
发表于 2025-3-22 09:49:46
Cyclic Resistance and Large Deformation Characteristics of Sands Under Sloping Ground Conditions: Inging topics in earthquake geotechnical engineering, due to its complexity and the large number of factors that may affect the liquefaction resistance (e.g., soil density, soil type and fabric, stress conditions, etc.). Very often the use of stress conditions different from simple shear and technica
CAMEO
发表于 2025-3-22 15:00:40
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关节炎
发表于 2025-3-22 19:57:27
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傲慢物
发表于 2025-3-23 00:28:26
Assessing the Effect of Aging on Soil Liquefaction Resistance, estimating the effect of aging on soil liquefaction resistance. The 12 cases are from Argentina, China, Israel, Lithuania, Republic of Karelia and the USA. The nine relationships for estimating the effect of aging are based on laboratory test results, laboratory and field test results, or field tes
阴谋
发表于 2025-3-23 05:01:41
Uncertainties in Small-Strain Damping Ratio Evaluation and Their Influence on Seismic Ground Responvior is thus a fundamental aspect, and it should account for the uncertainties associated with the model parameters. In particular, the quantification of the small-strain damping is a critical task, especially in low-to-moderate seismicity areas. In the present paper, the main issues related to the
轻快带来危险
发表于 2025-3-23 07:57:08
Large Deformation Analysis of Coseismic Landslide Using Material Point Method, estimating seismic landslides have been based on simplified models. Many gaps still remain in the scientific understanding of earthquake-induced landslides, especially the landslide triggering process and post-failure behavior. In this study, a strain-softening fully nonlinear dynamic soil model is