{'fraction_non_alphanumeric': 0.012626262626262626, 'fraction_numerical': 0.0025252525252525255, 'mean_word_length': 5.097435897435897, '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}}
Research on the Calculation Method of the Settlement of Hydraulic Filling of Soil Mass

In the dredger fill project, there is a large error in the estimation of the settlement of the dredger fill, and it is of great significance to select a reasonable method to calculate and predict the settlement of the dredger fill. The fluid-solid coupling numerical analysis model is established by PLAXIS based on the finite element method to simulate the layered filling construction process of dredger fill, analyze the change law of consolidation and settlement of dredger fill, and analyze the calculation results with those of the traditional engineering design by layer-wise summation method (LSM) and the settlement curve fitting method. The above example of the dredger reclamation project in the Hengsha 8th period 1# enclosure of the beach reclamation project is verified. The research results show that the calculation of the dredger fill settlement based on the finite element method and the estimated dredger fill settlement is more reasonable. The minimum difference with the measured result is 7mm; it can provide a reliable basis for the design and construction of similar projects.