Experimental study of failure mechanism of apron structure of ancient Qiantang River seawall

被引:0
|
作者
Jiang, Hong-Yi [1 ]
Chen, Zhen-Hua [2 ]
Guo, Zhen [1 ]
Wang, Li-Zhong [1 ]
机构
[1] College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
[2] Reconnaissance and Design Institute, Qiantang River Administration of Zhejiang Province, Hangzhou 310016, China
来源
Yantu Lixue/Rock and Soil Mechanics | 2013年 / 34卷 / SUPPL1期
关键词
Flood control - Liquefaction - Rivers - Soil liquefaction - Soils - Tides - Waves;
D O I
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学科分类号
摘要
The ancient Qiantang River seawall, built in Ming and Qing dynasties, is an important barrier in defending the estuary area of Qiantang River against floods and tides. To prevent strong hydrodynamic loads scouring the foundation and lowering the stability of the seawall, the apron structure is built at the front of the ancient seawall. The apron in the Haining region is mostly built by laying unbonded strip stones. To investigate the failure mechanism of such apron, wave and flow flume model tests are performed. It is shown that such apron is vulnerable to the impact by strong tidal bores where the covering stones are missing. The soil under the apron is vulnerable to the erosion by ebb tide seepage and longitudinal current, which leads to the sinking of the apron. As a cover layer, the apron has a good performance in protecting the soil, and can prevent the soil from instantaneous and residual liquefaction.
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页码:214 / 220
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