CN104878785A - 桩土相互作用及桩端土本构模型和模型参数确定方法 - Google Patents
桩土相互作用及桩端土本构模型和模型参数确定方法 Download PDFInfo
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Cited By (5)
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CN105569098A (zh) * | 2016-01-12 | 2016-05-11 | 铁道第三勘察设计院集团有限公司 | 斜坡桩基础自由段桩长的确定方法 |
CN106503332A (zh) * | 2016-10-21 | 2017-03-15 | 福州大学 | 一种引入非线性弹簧的微型桩基‑土动力响应求解方法 |
CN109138004A (zh) * | 2018-08-27 | 2019-01-04 | 武汉工程大学 | 一种多锤击信号联合反演基桩承载力的分析方法 |
CN110306604A (zh) * | 2019-06-18 | 2019-10-08 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | 用于施工过程的最优夯击参数选择方法及装置 |
CN110306606A (zh) * | 2019-06-18 | 2019-10-08 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | 用于施工过程的桩基质量监测方法及装置 |
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Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105569098A (zh) * | 2016-01-12 | 2016-05-11 | 铁道第三勘察设计院集团有限公司 | 斜坡桩基础自由段桩长的确定方法 |
CN105569098B (zh) * | 2016-01-12 | 2017-05-24 | 铁道第三勘察设计院集团有限公司 | 斜坡桩基础自由段桩长的确定方法 |
CN106503332A (zh) * | 2016-10-21 | 2017-03-15 | 福州大学 | 一种引入非线性弹簧的微型桩基‑土动力响应求解方法 |
CN106503332B (zh) * | 2016-10-21 | 2019-09-13 | 福州大学 | 一种引入非线性弹簧的微型桩基-土动力响应求解方法 |
CN109138004A (zh) * | 2018-08-27 | 2019-01-04 | 武汉工程大学 | 一种多锤击信号联合反演基桩承载力的分析方法 |
CN109138004B (zh) * | 2018-08-27 | 2020-10-16 | 武汉工程大学 | 一种多锤击信号联合反演基桩承载力的分析方法 |
CN110306604A (zh) * | 2019-06-18 | 2019-10-08 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | 用于施工过程的最优夯击参数选择方法及装置 |
CN110306606A (zh) * | 2019-06-18 | 2019-10-08 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | 用于施工过程的桩基质量监测方法及装置 |
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Inventor after: Lu Lier Inventor after: Lu Yingfa Inventor after: Liu Defu Inventor after: Deng Yousheng Inventor before: Lu Yingfa Inventor before: Liu Defu Inventor before: Deng Yousheng |
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