| 镇江市运河滑坡机理分析 |
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| 引用本文： | 梁敬方 唐末林. 镇江市运河滑坡机理分析[J]. 上海国土资源, 1993, 0(4): 19-25 |
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| 作者姓名： | 梁敬方 唐末林 |
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| 作者单位： | 同济大学，湖州市第一建筑地基工程公司 |
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| 摘 要： | 镇江市古运河边岸滑坡干扰了城市交通、航运和河道整治工程的正常运行。本文研究了城市边岸的工程环境、滑坡形态、特有的城市地质环境恶化所诱发的边岸破坏机制及其稳定性,它对我同城市水陆交通发展所导致的斜坡地质灾害及其治理有实用价值。
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| 关 键 词： | 滑坡 地质灾害 斜坡稳定性 运河 |
MECHANISM ANALYSIS ON ZHENJIANG CANAL LANDSLIDE |
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| Liang Jingfang Tang Molin. MECHANISM ANALYSIS ON ZHENJIANG CANAL LANDSLIDE[J]. Shanghai Land & Resource, 1993, 0(4): 19-25 |
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| Authors: | Liang Jingfang Tang Molin |
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| Affiliation: | Liang Jingfang Tang Molin(Tongji University.Shanghai) (Hu Zhou No 1.Geotechnic Engineering Company.) |
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| Abstract: | Normal work of urban traffic, river shipping and realignment are bisturbed by the landslide at Zhenjiang ancient canal bank. In this paper ennineering environment, landslide shape, bank disaster mechanism and its stability are analized in worse specific city geological environment. It would be useful for the study of slope geological disaster caused by the traffic development and its improvement. |
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| Keywords: | landslide geological disaster slope stability improvement of geological environment. |
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