{'fraction_non_alphanumeric': 0.01963350785340314, 'fraction_numerical': 0.0, 'mean_word_length': 5.483050847457627, 'pattern_counts': {'":': 0, '<': 0, '<?xml version=': 0, '>': 0, 'https://': 0, 'lorem ipsum': 0, 'www.': 0, 'xml': 0}, 'pii_count': 0, 'substrings_counts': 0, 'word_list_counts': {'cursed_substrings.json': 0, 'profanity_word_list.json': 0, 'sexual_word_list.json': 0, 'zh_pornsignals.json': 0}}
Stability Analysis about Slope of Open Pit Mine Based on Fuzzy Synthetic Evaluation

Normal production of open-pit mine is directly affected by the safety of slope, especially in deep open-pit mine. According to the real conditions of Jinduicheng Molybdenum Open-pit Mine and considering slope stability influential factors such as rock properties and geological structures, slope geometry parameters, groundwater, blasting activities and others, a fuzzy synthetic evaluation model of slope stability is established, which involved membership functions and multi-level weight distribution method. The evaluation model was applied to the slope of Jinduicheng Molybdenum Open-pit Mine, and the results showed that the slope of the mine was general stable at present.