Stability Analysis of Xiping Hotel Iron Sites Based on Expansive Soil and Steep Slope

Abstract:

Xiping iron smelting site is the fourth installment of the national key cultural relics protection units. The protective house is surrounded by water, with its base on expansive soil. With the influence of the slide of dams during the flood season, a lot of cracks occur in the protective house and its surrounding, resulting in severe potential danger to iron smelting site. The effect of expansive soil, steep slope reservoir and rainfall on house deformation is analyzed, qualitative and quantitative analysis on slope stability is conducted, results indicates that the protective house will be damaged under rainstorm or continuous precipitation, basic stability will be lose under natural condition.

• Periodical: Applied Mechanics and Materials (Volumes 438-439)
• Pages: 1380-1384
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.438-439.1380
• Online since: October 2013
• Authors: Qing Wen Ma, Tuan Jie Wang, Ke Bin Ren
• Keywords: Expansive Soil, Protective House Cracks, Stability Analysis, Steep Slope

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