| 基坑支护新技术锚管桩的计算 |
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| 引用本文： | 蔡昌斌. 基坑支护新技术锚管桩的计算[J]. 建筑技术开发, 2000, 0(4) |
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| 作者姓名： | 蔡昌斌 |
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| 作者单位： | 温州旧城改造指挥部 |
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| 摘 要： | 本文扼要介绍基坑支护新技术———锚管桩。计算了锚管抗拉承载力、设计值及土体整体稳定性的验算
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| 关 键 词： | 基坑支护 锚管桩 抗拉 计算 稳定性 验算 |
CALCULATION OF ANCHORED TUBULAR PILE AS A NEW SHORING TECHNIQUE FOR FOUNDATION PIT |
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| CAI Chang|bin. CALCULATION OF ANCHORED TUBULAR PILE AS A NEW SHORING TECHNIQUE FOR FOUNDATION PIT[J]. Building Technique Development, 2000, 0(4) |
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| Authors: | CAI Chang|bin |
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| Affiliation: | CAI Chang|bin |
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| Abstract: | This paper briefly introduces a new shoring technique for foundation pit|anchored tubular pile.The tension resisting capacity and its design value of the anchored tube and the overall stability of the soil body are calculated. [ |
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| Keywords: | Foundation pit shoring Anchored tubnlar pile Tension resist Calculation Stability Checking computations |
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