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莽山水库主坝6~8~#坝段坝基缓倾角结构面抗滑稳定设计

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摘要 莽山水库碾压混凝土重力主坝6~8~#坝段坝基岩体内发育缓倾角结构面,是影响大坝稳定的最重要因素。经深层抗滑稳定计算分析后采用上游齿槽、锚筋桩及加强基础固结灌浆的综合处理措施解决深层抗滑稳定问题。
出处 《低碳世界》 2018年第11期141-142,共2页 Low Carbon World
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