摘要
用突变理论分析土体稳定性,并对苏嘉杭高速公路(江苏南段)A9标段K91+934断面沉降观测数据进行了计算,得出的结论与工程实际相吻合,为适当提高控制沉降速率提供了理论依据。
Analysis of unrefined substance in highway roadbed with mutation theory is made and the observation data of speedway are calculated. The results prove consistent with the practical conclusion and theoretically meaningful for proper control of sedimentation speed.
出处
《苏州科技学院学报（工程技术版）》
CAS
2003年第3期61-65,共5页
Journal of Suzhou University of Science and Technology （Engineering and Technology）
