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定向滑移爆炸挤淤处理悬浮式防波堤地基施工技术
引用本文:王国新,沙友德. 定向滑移爆炸挤淤处理悬浮式防波堤地基施工技术[J]. 水运工程, 2013, 0(5): 189-193
作者姓名:王国新  沙友德
作者单位:中建二局土木工程有限公司,北京,101101
摘    要:在海域深厚层淤泥(>28 m)条件下,对定向滑移爆炸挤淤悬浮式防波堤施工技术,从堤头抛石加载、爆炸挤淤爆破参数选择、循环进尺控制、两侧爆夯等方面进行阐述.在施工过程中采用“体积平衡法,沉降观测,钻孔勘探”等检测手段进行监控,保证爆炸挤淤悬浮式防波堤地基质量,工期短、费用低、沉降小,值得在类似工程中推广应用.

关 键 词:深厚层淤泥  定向滑移  爆炸挤淤  悬浮式防波堤  沉降观测

Directional slip blasting compaction treatment for foundation of suspended breakwater
WANG Guo-Xing and SHA You-de. Directional slip blasting compaction treatment for foundation of suspended breakwater[J]. Port & Waterway Engineering, 2013, 0(5): 189-193
Authors:WANG Guo-Xing and SHA You-de
Affiliation:Civil Engineering Ltd., Co. of the Second Bureau of Construction and Engineering of China, Beijing 101101 , China;Civil Engineering Ltd., Co. of the Second Bureau of Construction and Engineering of China, Beijing 101101 , China
Abstract:This paper discusses the construction technology of directional slip blasting compaction treatment for the foundation of suspended breakwater from the riprap loading of dike head, parameter selection of blasting compaction, circulation measurement control, as well as tamping compaction of both sides, which is under deep and thick silt ( > 28 m ) conditions of sea area. Monitoring through volume equilibrium method, settlement observation, and drilling exploration, the blasting compaction quality is guaranteed, and the engineering is characterized by short construction period, low cost and small settlement. Thus the technology is worthy of popularizing in similar engineering.
Keywords:deep and thick silt   directional slippage   blasting compaction   suspended breakwater   settlementobservationtrailing suction   dredger   loading time   construction efficiency
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