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中山北部地区软土分布广泛,厚度一般为数米至二十多米,软土具高压缩性、高流动性、高含水率,而力学强度低、承载力低的特点,沉降量大且易产生不均匀沉降。本文分析、总结了中山北部地区软土的工程地质特征,汇总统计了其物理力学性质指标,同时介绍几种本区内常见的软土地基处理方法,希望对本地区工程建设有所帮助。
The northern part of Zhongshan has a wide range of soft soils with a thickness of several meters to more than 20 meters. Soft soil is characterized by high compressibility, high fluidity and high water cut, low mechanical strength and low bearing capacity, with large settlement and easy generation H Tr. This paper analyzes and summarizes the engineering geological features of soft soil in the northern part of Zhongshan and summarizes the index of its physical and mechanical properties. At the same time, it introduces several common soft soil foundation treatment methods in this area, hoping to contribute to the project construction in this area.