摘要
通过对独墅湖隧道工程高填土区的土层性质、填土材质进行系统的分析研究,列举了多种条件下高填土区域的沉降特征及对拟建隧道的影响,并对沉降稳定历时和桩基的负摩阻力分布情况进行了分析。
Soil properties and fill material at the high fill zone are analyzed in a systematical approach,giving out the subgrade settlement characteristics and its impact on new tunnel under different conditions,and providing the analysis of the period for settlement stability and the distribution of negative friction resist- ance of pile.
出处
《地下工程与隧道》
2008年第1期22-25,30,共5页
Underground Engineering and Tunnels
