| 珠海口岸广场三层地下室抗浮技术措施的研究 |
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| 引用本文： | 梁蜜勤,孙文波,李少云. 珠海口岸广场三层地下室抗浮技术措施的研究[J]. 华南理工大学学报(自然科学版), 1999, 27(7): 101-106 |
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| 作者姓名： | 梁蜜勤 孙文波 李少云 |
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| 作者单位： | 华南理工大学建筑设计研究院,广州,510640 |
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| 摘 要： | 介绍了珠海口岸广场的工程概况、地质条件、从地质、结构、基础三方面研究了该工程各种可行的抗浮技术措施，并评述了各种抗浮技术措施在受力性能，施工条件及造价上的估缺点一从 角度提出了几种较为合理的方案供业主考虑。
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| 关 键 词： | 地下结构 水压力折减 抗拔基础 |
| 修稿时间： | 1999-03-09 |
STUDY ON THE ANTI-FLOATING METHOD OF 3-STORY BASEMENT IN ZHUHAI GUANHOU PLAZA |
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| Liang Miqin,Sun Wenbo,Li Shaoyun. STUDY ON THE ANTI-FLOATING METHOD OF 3-STORY BASEMENT IN ZHUHAI GUANHOU PLAZA[J]. Journal of South China University of Technology(Natural Science Edition), 1999, 27(7): 101-106 |
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| Authors: | Liang Miqin Sun Wenbo Li Shaoyun |
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| Abstract: | The general situation and geological conditions of ZHUHAI GUANHOU Plaza project are introduced in this paper.According to the conditions, structure and foundation,several fesasible anti_floating methods are conisidered, each of which is evaluated and compared by its working performance, constrution conditions and costs.Some reasonable suggestions are made to proprietor from the technical view of point. |
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| Keywords: | underground structure discount of water pressure anti_floating foundation |
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