清明上河园地下停车场基坑稳定性分析

清明上河园地下停车场基坑稳定性分析 English Version

详细信息

School of Civil Engineering and Architecture, Henan University, Kaifeng 475004, China

摘要: 开封市清明上河园地下停车场处于地下水位比较发达的软弱土层地区,经过对备选的可行性方案的比较,选择复合土钉墙加灌注桩支护方案。通过对其稳定性进行分析,证明了复合土钉墙加灌注桩支护结构是一种较好的、较安全的支护体系,具有较强的可行性。通过与监测报告进行比较,进一步证明了该方案的可行性和有效性。
- 桩锚体系 /
- 土压力 /
- 抗倾覆稳定性 /
- 抗滑移稳定性
Abstract: The underground parking lot of Qingmingshangheyuan in Kaifeng is located in weak soil layer with flourishing underground water table. After comparison of feasibility schemes, the composite soil nailing wall and cast-in-place piles are selected. Through stability analysis, the composite soil nailing wall and cast-in-place piles are satisfactory and feasible support system. Based on the examination report, the feasibility and effectiveness of the proposed scheme are validated.
- pile-anchor system /
- soil pressure /
- stability against overturning /
- stability against sliding

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