Daidzein
发表于 2025-3-21 17:41:27
书目名称Advances in Reinforced Soil Structures影响因子(影响力)<br> http://impactfactor.cn/2024/if/?ISSN=BK0149558<br><br> <br><br>书目名称Advances in Reinforced Soil Structures影响因子(影响力)学科排名<br> http://impactfactor.cn/2024/ifr/?ISSN=BK0149558<br><br> <br><br>书目名称Advances in Reinforced Soil Structures网络公开度<br> http://impactfactor.cn/2024/at/?ISSN=BK0149558<br><br> <br><br>书目名称Advances in Reinforced Soil Structures网络公开度学科排名<br> http://impactfactor.cn/2024/atr/?ISSN=BK0149558<br><br> <br><br>书目名称Advances in Reinforced Soil Structures被引频次<br> http://impactfactor.cn/2024/tc/?ISSN=BK0149558<br><br> <br><br>书目名称Advances in Reinforced Soil Structures被引频次学科排名<br> http://impactfactor.cn/2024/tcr/?ISSN=BK0149558<br><br> <br><br>书目名称Advances in Reinforced Soil Structures年度引用<br> http://impactfactor.cn/2024/ii/?ISSN=BK0149558<br><br> <br><br>书目名称Advances in Reinforced Soil Structures年度引用学科排名<br> http://impactfactor.cn/2024/iir/?ISSN=BK0149558<br><br> <br><br>书目名称Advances in Reinforced Soil Structures读者反馈<br> http://impactfactor.cn/2024/5y/?ISSN=BK0149558<br><br> <br><br>书目名称Advances in Reinforced Soil Structures读者反馈学科排名<br> http://impactfactor.cn/2024/5yr/?ISSN=BK0149558<br><br> <br><br>
圆木可阻碍
发表于 2025-3-21 20:32:18
Consideration of Geosynthetic Tension in Interpretation of Data from Inclined Plane Tests,ndardized procedure proposed by the European standard (EN ISO 12957-2 .) for the determination of geosynthetic interface friction properties has been proven by many recent researches available in the literature..These researches demonstrated the need for revising the standard displacement procedure
connoisseur
发表于 2025-3-22 03:42:07
Stress-Strain Behaviour of Sand with Disc Plate Shaped Reinforcement, horizontal layers. The percentages of reinforcement used were 5%, 4%, 2%, 1% and 0.5%. The solid plates were placed horizontally in five layers in all the tests. Again the triaxial compression tests were repeated by using the perforated circular aluminium plates as horizontal reinforcement instead
ADORN
发表于 2025-3-22 06:47:55
Swelling and Shrinkage Behaviour of Expansive Soil Blended with Lime and Fibres,they absorb water and shrink when water evaporates from them during the summer season. Because of this dual swell-shrink behaviour, an expansive soil causes severe distress to many civil engineering structures. Several mitigating techniques are adopted to counteract the problems posed by the expansi
Canyon
发表于 2025-3-22 09:12:58
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Mingle
发表于 2025-3-22 14:36:15
Comparison of Geotextile-Reinforced and Geogrid-Reinforced Flexible Pavements by Numerical Analysesd building material. Their use provides excellent economic alternatives to conventional solutions to many engineering problems. Therefore, students and practicing engineers need exposure to the fundamentals of geosynthetics as a building material. The Geosynthetics is a generic term for all syntheti
使成核
发表于 2025-3-22 18:03:11
Study on Square Footing Resting on Prestressed Geotextile Reinforced Sand, size 120 cm × 50 cm × 50 cm and square footing of size 10 cm are used. The effect of reinforcement with geotextile of sizes 20 cm × 20 cm, 30 cm × 30 cm and 40 cm × 40 cm below footing at different depth of placement were studies through a series of laboratory model tests. The effects of prestressi
sclera
发表于 2025-3-22 21:48:59
Numerical Studies on Ground Improvement Using Geosynthetic Reinforced Sand Layer,onstruction of deep foundations or use of ground improvement techniques. Soil reinforcement is a popular and widely used ground improvement technique. Shallow foundations resting on geosynthetics reinforced sand layer is a cost effective and feasible construction technique. Since the geosynthetics a
古老
发表于 2025-3-23 03:13:30
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Antagonist
发表于 2025-3-23 09:03:38
Soft Soil Improvement with Conventional and Geogrid-Encased Stone Piles Under an Embankment, technique have been utilized in soft soil to increase the bearing capacity and accelerates the consolidation. To improve the reinforcement and the drainage functions of the stone piles, the geosynthetic are used as encasement. In the current research, a case history of an embankment constructed on