| 加筋水泥土锚桩在基坑中锚固机理的试验研究 |
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| 引用本文： | 王经国,朱寿增,赵北辰. 加筋水泥土锚桩在基坑中锚固机理的试验研究[J]. 山西建筑, 2011, 37(2): 51-52 |
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| 作者姓名： | 王经国 朱寿增 赵北辰 |
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| 作者单位： | 1. 桂林理工大学土建学院,广西,桂林,541004
2. 中国水利水电第十一工程局有限公司,河南,三门峡,472000 |
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| 摘 要： | 基于静载试验,阐明了锚桩桩的荷载一变形规律,提出软土流变应力控制、桩侧土应力集度控制是锚桩桩在淤泥质软土基坑中成功应用的关键,建立了锚桩桩的加固、空间骨架原理,以达到稳定边坡的目的。
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| 关 键 词： | 软土 深基坑 支护 锚桩桩 作用机理 |
Research on experiments of anchorage principle of reinforced cement-soil anchor pile in foundation pit |
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| WANG Jing-guo,ZHU Shou-zeng,ZHAO Bei-chen. Research on experiments of anchorage principle of reinforced cement-soil anchor pile in foundation pit[J]. Shanxi Architecture, 2011, 37(2): 51-52 |
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| Authors: | WANG Jing-guo ZHU Shou-zeng ZHAO Bei-chen |
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| Affiliation: | WANG Jing-guo ZHU Shou-zeng ZHAO Bei-chen |
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| Abstract: | Based on the static experiments,the paper illustrates the loading and transformation laws of the anchor piles,points out the soft-soil rhetological stress control and the pile-side stress concentrated control are the key for the successful application of the anchor pile in mucky soft-soil foundation pit,and establishes the principle for the intensification of the anchor pile and the space skeleton,so as to stabilize the side slope. |
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| Keywords: | soft soil deep foundation support anchor pile working principle |
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