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加筋重力式挡土墙承载性能研究 被引量:1
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作者 阴利利 文华 李坤鹏 《施工技术(中英文)》 CAS 2023年第2期88-94,113,共8页
为研究加筋位置和截面尺寸对加筋重力式挡土墙承载性能的影响,设计开展了不同截面尺寸和不同加筋位置的重力式挡土墙,研究重力式挡土墙和减小挡土墙截面后的加筋重力式挡土墙承载性能,及加筋重力式挡土墙加筋位置对挡土墙承载性能的影... 为研究加筋位置和截面尺寸对加筋重力式挡土墙承载性能的影响,设计开展了不同截面尺寸和不同加筋位置的重力式挡土墙,研究重力式挡土墙和减小挡土墙截面后的加筋重力式挡土墙承载性能,及加筋重力式挡土墙加筋位置对挡土墙承载性能的影响。试验结果表明:在受到相同墙后土体顶部荷载时,减少了截面面积的加筋重力式挡土墙比加筋重力式挡土墙承载力提高15.67%;随着土工格栅位置的增高,提供的阻力越小、抗倾覆力矩越大;在加筋重力式挡土墙墙背上部加筋的承载力分别比在中部和下部加筋承载力提高34.91%,24.71%。 展开更多
关键词 土工格栅 重力式挡土墙 加筋重力式挡土墙 加筋高度 承载性能
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Effect of geogrid reinforcement on soft and medium dense soils 被引量:1
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作者 JEON Sang-Soo 《Journal of Central South University》 SCIE EI CAS 2011年第5期1638-1645,共8页
The field tests were carried out to examine the reinforcement effect of a geogrid on various conditions of embankment height,the number of passages of vibratory roller,the number of reinforced layer of geogrid,and soi... The field tests were carried out to examine the reinforcement effect of a geogrid on various conditions of embankment height,the number of passages of vibratory roller,the number of reinforced layer of geogrid,and soil properties.The test results of the dynamic earth pressure indicate that the soil reinforced by geogrid is very effective to increase the stiffness of soil,especially in soft soil.The dynamic earth pressure ratio,which is defined as the ratio of dynamic earth pressure to self weight of soils,exponentially decreases as the embankment height increases.The dynamic earth pressure ratio increases up to 80% for soft soils reinforced by both one layer of geogrid in place of no reinforced soils and two layers in place of a single layer of geogrid. 展开更多
关键词 dynamic earth pressure GEOGRID reinforced soils repetitive loading
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