揭发
发表于 2025-3-21 16:37:20
书目名称Geotechnical Applications影响因子(影响力)<br> http://impactfactor.cn/if/?ISSN=BK0384120<br><br> <br><br>书目名称Geotechnical Applications影响因子(影响力)学科排名<br> http://impactfactor.cn/ifr/?ISSN=BK0384120<br><br> <br><br>书目名称Geotechnical Applications网络公开度<br> http://impactfactor.cn/at/?ISSN=BK0384120<br><br> <br><br>书目名称Geotechnical Applications网络公开度学科排名<br> http://impactfactor.cn/atr/?ISSN=BK0384120<br><br> <br><br>书目名称Geotechnical Applications被引频次<br> http://impactfactor.cn/tc/?ISSN=BK0384120<br><br> <br><br>书目名称Geotechnical Applications被引频次学科排名<br> http://impactfactor.cn/tcr/?ISSN=BK0384120<br><br> <br><br>书目名称Geotechnical Applications年度引用<br> http://impactfactor.cn/ii/?ISSN=BK0384120<br><br> <br><br>书目名称Geotechnical Applications年度引用学科排名<br> http://impactfactor.cn/iir/?ISSN=BK0384120<br><br> <br><br>书目名称Geotechnical Applications读者反馈<br> http://impactfactor.cn/5y/?ISSN=BK0384120<br><br> <br><br>书目名称Geotechnical Applications读者反馈学科排名<br> http://impactfactor.cn/5yr/?ISSN=BK0384120<br><br> <br><br>
勉强
发表于 2025-3-21 21:28:09
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Asparagus
发表于 2025-3-22 00:35:40
Influence of Configuration of Stone Columns on Combined Footings Resting on Reinforced Earth Bedsning differential equations have been derived and solution of these has been obtained with the help of appropriate boundary and continuity conditions. Finite difference method has been adopted for solving the model of footing-geosynthetic-reinforced granular fill-stone column reinforced soft soil sy
nuclear-tests
发表于 2025-3-22 06:58:01
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设想
发表于 2025-3-22 10:33:39
Analysis of Laterally Loaded Fixed-Headed Single Pile in Multilayered Soil Using P-Y Approachucted. The analysis is carried out considering fixed-headed pile and floating tip at the base. Since soil response is complex idealized models are used for the analysis. Analysis based on generated nonlinear .-. curves representing the soil behavior using OASYS ALP v19.2 has been elucidated. Flexura
condescend
发表于 2025-3-22 13:35:56
Interference of Two Nearby Footings Resting on Clay Mediumin terms of non-dimensional efficiency factors defined as the ratio of settlement/bearing pressure of interfering footings to that of the isolated footing. It is found the interference affect the performance of isolated footing. The bearing pressure is found to decrease with decrease in clear spacin
condescend
发表于 2025-3-22 20:14:49
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FUSC
发表于 2025-3-22 22:11:50
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otic-capsule
发表于 2025-3-23 04:58:39
Analysis of Slope Stability of Fly Ash Stabilized Soil Sloperent slope height at constant slope angle under summer and rainy season. The analysis revealed that the slope with native soil was stable up to 12.0 m height under both summer and rainy season. With further increase in height, the slope becomes critically stable and failed under rainy season at 14.0
initiate
发表于 2025-3-23 08:37:38
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