| 淤泥地基大板基础的试验研究 |
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| 引用本文： | 邓斌,仲跻云,孔繁柏.淤泥地基大板基础的试验研究[J].岩土力学,1984,5(1):19-28. |
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| 作者姓名： | 邓斌 仲跻云 孔繁柏 |
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| 摘 要： | 在淤泥地基上建造高耸输电铁塔,必须考虑地基的承载力与沉降变形.本文介绍了在含水量ω=76～82%的淤泥地基上,采用大板为基础建造铁塔,通过原型试验结果证明,选用此方案是可行的,不仅使地基达到了稳定,沉降均匀,确保了上部建筑的安全;而且施工简便,经济可靠,为在软土地基上建造这类高耸建筑物提供了新的技术途径.
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| 关 键 词： | 淤泥层 基础沉降 高耸建筑物 水平荷载 输电铁塔 垂直荷载 原型试验 最终沉降量 不均匀沉降 压力盒 |
A Research for Large Plate Foundation on Silt |
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| Deng Bin,Zhong Jiyun,Kong Fanbai.A Research for Large Plate Foundation on Silt[J].Rock and Soil Mechanics,1984,5(1):19-28. |
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| Authors: | Deng Bin Zhong Jiyun Kong Fanbai |
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| Abstract: | It is necessary to consider the bearing capacity and displacement of the silt with 76~82% water content, when power transmission towers are contucted. Fall scale experiments have been carried out for the above reasons. The results of the experiments have shown that the large plate foundation method for the tower is the most efficient safety economic and easy to be constructed. The foundation is stable and the settlement is uniform. |
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