| 大直径深长桩泥岩侧摩阻力试验研究——以吉林省龙华松花江特大桥工程试桩为例 |
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| 引用本文： | 孙炜,徐燕,胡天明.大直径深长桩泥岩侧摩阻力试验研究——以吉林省龙华松花江特大桥工程试桩为例[J].探矿工程,2019,46(11):72-78. |
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| 作者姓名： | 孙炜 徐燕 胡天明 |
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| 作者单位： | 吉林大学建设工程学院,吉林大学建设工程学院,吉林大学建设工程学院 |
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| 基金项目： | 国家自然科学基金资助项目“乾安泥林土的工程地质特性对泥林潜蚀作用影响机制研究”（编号：41702300） |
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| 摘 要： | 泥岩地基中泥岩的桩侧摩阻力设计参数比较缺乏。通过对吉林省龙华松花江特大桥工程试桩的自平衡静载试验分析，并结合室内桩和泥岩接触中型剪切摩擦试验，揭示了该地区泥岩地基中大直径深长灌注桩泥岩侧摩阻力作用机制及承载特征，得出了一些对泥岩地基中钻孔灌注桩的设计和深入研究具有指导意义的结论。结果表明：大直径深长桩桩端阻力分担的荷载只占总承载力的一小部分，属摩擦型桩。自平衡测试中，全风化泥岩侧摩阻力达到173 kPa，强风化泥岩侧摩阻力达到279 kPa，中等风化泥岩侧摩阻力达到336 kPa，实测值较规范参考值大很多。建议在桩基设计时通过室内桩和泥岩接触中型剪切摩擦试验，基于莫尔库伦理论预估泥岩侧摩阻力，为桩基承载力的确定提供参考。
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| 关 键 词： | 钻孔灌注桩 大直径深长桩 泥岩 侧摩阻力 自平衡测试 中型剪切摩擦试验 |
| 收稿时间： | 2019/7/3 0:00:00 |
| 修稿时间： | 2019/11/2 0:00:00 |
Testing of skin friction of large diameter deep piles in mudstone: A case study of the test piles for the Songhua River large bridge in Jilin Province |
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| SUN Wei,XU Yan and HU Tianming.Testing of skin friction of large diameter deep piles in mudstone: A case study of the test piles for the Songhua River large bridge in Jilin Province[J].Exploration Engineering(Drilling & Tunneling),2019,46(11):72-78. |
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| Authors: | SUN Wei XU Yan and HU Tianming |
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| Institution: | College of Construction and Engineering, Jilin University,College of Construction and Engineering, Jilin University,College of Construction and Engineering, Jilin University |
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| Abstract: | The pile skin friction design parameters for the mudstone foundation are scant. According to the test data of large diameter deep piles of the Songhua River large bridge by means of the Osterberg cell pile test in Jilin Province, and in conjunction with the medium-scale shear test between the pile and mudstone, the interaction mechanism and load characteristics of mudstone skin friction were revealed, leading to some constructive conclusions for the design and in-depth research of the cast-in-place pile for mudstone foundation. The results show that: the end resistance of large diameter deep piles only accounts for a small part of the bearing capacity of the total load, so it belongs to the friction type pile. By means of the Osterberg cell pile test, skin friction in completely weathered mudstone, strongly weathered mudstone and moderately weathered mudstone reached 173kPa, 279kPa and 336kPa respectively. These values of mudstone skin friction are greater than specified reference ones. In the design of pile foundation, it is recommended that the mudstone skin friction estimated using the shear strength parameter measured by medium-scale shear tests, and based on the Mohr-Coulomb criterion, can provide economical and reliable parameters for estimating the bearing capacity of piles. |
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| Keywords: | cast-in-place piles large diameter deep pile mudstone skin friction Osterberg cell pile test medium-scale shear test |
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