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处于中国南方潮湿多雨环境下的古代土遗址,易受雨水的冲刷和浸渍而导致土质松散及崩塌。本文以南京报恩寺地宫、塔基保护技术为研究对象,通过现场试验和变形监测,分析影响其稳定的因素并运用M-P法对其稳定性进行了计算,提出了适用于地宫加固的方案。
Ancient earthy sites in humid and rainy conditions in southern China are prone to loosening and collapse due to erosion and dipping of rainwater. Based on the field test and deformation monitoring, the paper analyzes the factors that affect its stability and calculates its stability by using M-P method. The scheme suitable for reinforcement of underground palace is put forward.