| 粉喷桩处理海淤地基的变形论证及工程实践 |
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| 引用本文： | 殷友东. 粉喷桩处理海淤地基的变形论证及工程实践[J]. 化工矿产地质, 1999, 21(1): 57-62 |
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| 作者姓名： | 殷友东 |
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| 作者单位： | 连云港化工高等专科学校!江苏省连云港市，222001 |
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| 摘 要： | 在海淤地基中选用粉喷桩作为多层建筑的基础形式，理论上可以满足设计要求。通过连云港市的两例实践表明，采用粉喷桩基础，单桩承载力可达110～140kN，单桩复合地基承载力可达120～160kN．技术上可行，且经济效益显著，具有推广价值。
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| 关 键 词： | 粉喷桩 海淤地基 多层建筑 江苏连云港 |
THEORETICAL DEMONSTRATION AND ENGINEERING PRACTICE OF THE APPLICATION OF JET POWDER PILES TO MARINE CHOKED FOUNDATIONS |
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| Yin Youdong. THEORETICAL DEMONSTRATION AND ENGINEERING PRACTICE OF THE APPLICATION OF JET POWDER PILES TO MARINE CHOKED FOUNDATIONS[J]. Geology of Chemical Minerals, 1999, 21(1): 57-62 |
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| Authors: | Yin Youdong |
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| Affiliation: | Lianyungang College of Chemical technology |
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| Abstract: | Taking jet powder piles as a foundation of a multistorey building resting on a marine chokedarea should meet theoretically a demand of engineering design. In fact, this measure is alsotechnologically feasible as shown by the two pile projects in Lianyungang City. Both let a single pile have abearing capacity of 110 -140kN and a compound pile 120 -160kN, not only gaining economicbenefits but proving the popularizing value of jet powder piles. |
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| Keywords: | jet powder pile marine choked foundation multistorey building Lianyungang in Jiangsu |
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