摘要
本文在对软土地基工程地质特性研究的基础上 ,应用不同的软土强度指标对其进行稳定分析 。
Based on the study of the soft land foundation characteristics, applying various soft land strength indexes to analyze its stability,this paper gets the result of limit height of earth filling on the foundation and the result of how evaluating the reasonableness and the reliability of the foundation as far as the stability concerned by the cross board shearing strength indexes.
出处
《河北建筑科技学院学报》
2001年第4期25-26,共2页
Journal of Hebei Institute of Architectural Science & Technology
关键词
软土地基
工程地质特性
无侧限抗压强度
快速剪切强度
软土地基
softland foundation
project geological characteristics
pressure resistant strength without side protection
quick shearing strength