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Evaluation of Geofabric in Undercut on MSE Wall Stability, Executive Summary Report

机译：评估Geofabric在底切上对msE墙体稳定性的影响，执行摘要报告

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The objective of the proposed research was to determine how the presence of geofabric at the MSE wall undercuts affected the sliding resistance. To evaluate this effect, the shear parameters were evaluated between geofabric and stone and compared to those of base soil and stone interface.

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Khan, L.; Pearson, C.;
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年度 2011
页码 1-3
总页数 3
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
Retaining walls ; Geofabric friction ; Soils ; Stability ; Aggregates ; Large scale shear test ; Sliding resistance ; Stones ; Evaluation;

机译：挡土墙;土工织物摩擦;土壤;稳定性;骨料;大规模剪切试验;抗滑性;石头;评价;

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8. Evaluation of Geofabric in Undercut on MSE Wall Stability [R] . Khan, L., Pearson, C. 2011

机译：土工织物底切土工稳定性评价

Evaluation of Geofabric in Undercut on MSE Wall Stability, Executive Summary Report

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