| 打桩对码头岸坡稳定的不利影响和防治措施 |
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| 引用本文： | 袁和平,陶桂兰. 打桩对码头岸坡稳定的不利影响和防治措施[J]. 水运工程, 2013, 0(4): 72-75 |
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| 作者姓名： | 袁和平 陶桂兰 |
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| 作者单位： | 1. 中交水运规划设计院有限公司,北京,100007
2. 河海大学港口海岸与近海工程学院,江苏南京,210098 |
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| 摘 要： | 高桩码头的打桩施工常常对码头岸坡的稳定性造成极大的不利影响.研究了打桩施工产生的超孔隙水压力、打桩对土体的扰动、打桩振动以及打桩速度等因素对岸坡稳定的不利影响,并总结了由打桩引起的码头岸坡滑移的防治措施.
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| 关 键 词： | 打桩 超孔隙水压力 土体扰动 振动 岸坡稳定 |
Negative impact on stability of dock slope by driving pile and prevention measures for it |
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| YUAN He-ping and TAO Gui-lan. Negative impact on stability of dock slope by driving pile and prevention measures for it[J]. Port & Waterway Engineering, 2013, 0(4): 72-75 |
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| Authors: | YUAN He-ping and TAO Gui-lan |
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| Affiliation: | CCCC Water Transportation Consultants Co., Ltd., Beijing 100007, China;College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China |
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| Abstract: | Since the pile driving of standing-pile wharf often exerts much negative impact on the stability ofdock slope, this paper studies the negative impact on the slope stability exerted by the excess pore water pressure,disturbance of soil, vibration and pile driving velocity, and puts forward the prevention measures for sliding causedby pile driving. |
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| Keywords: | pile driving excess pore pressure disturbance of soil, vibration stability of slope |
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