实例研究表明,该模型为判断基坑的稳定状态提供了更全面的依据,克服了传统方法描述过于绝对化的问题,得到的结果更可靠。
The case studies show that compared with the traditional methods, the proposed method can judge the site condition better without absolutized description and the result is more detailed and reliable.
实例研究表明,该模型为判断基坑的稳定状态提供了更全面的依据,克服了传统方法描述过于绝对化的问题,得到的结果更可靠。
The case studies show that compared with the traditional methods, the proposed method can judge the site condition better without absolutized description and the result is more detailed and reliable.
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