土工格室加筋土墙振动台试验

Jioshinsetikkusu Rombunshu (geosynthetics Engineering Journal) Pub Date : 1900-01-01 DOI:10.5030/JCIGSJOURNAL.23.95

T. Tachibana, Takumi Tsushima, K. Kaneko, Masanobu Horie, K. Kumagai

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引用次数: 0

摘要

土工格室加筋墙法是一种尝试边坡稳定的方法，近年来在国内得到应用。其用途是将填充物放入高密度聚乙烯树脂制成的蜂窝状框架内，并将其堆砌成挡土墙结构。本文通过振动台试验，探讨了土工格室加筋土墙在地震作用下的动力稳定性。研究结果有助于理解土工格室加筋土墙的动力破坏机制和稳定性。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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SHAKING TABLE TESTS OF GEOCELL-REINFORCED SOIL WALL

The geo-cell reinforced wall method that attempts the stabilization of the slope is developed, and it has come to be used domestically in recent years. The usage is to make the retaining wall structure that puts the ﬁlling in the honeycomb cell frame made of the high density polyethylene resin and piles it up. In this study, we carried out the shaking table tests to discuss the dynamic stability of the geocell-reinforced soil wall at the earthquake. As the results, we can understand the dynamic failure mechanisms and stability of geo-cell reinforced soil walls.

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来源期刊

Jioshinsetikkusu Rombunshu (geosynthetics Engineering Journal)

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