摘要
通过对松花江方通公路大桥地基泥岩三轴试验工作,分析了大桥地基的第四纪松散层的分布、厚度及埋深,并着重了解有无软弱夹层及分布规律,确定泥岩土体的主要物理力学性质。给出了泥岩的性质、产状及风化程度,对泥岩进行了应力——应变特性分析。
The right side pass the Songhuajiang River highway bridge foundation work mudstone tri- axial test. An analysis of the bridge foundations of the distribution of Quaternary unconsolidated lay- ers, thickness and depth of. And focus on understanding whether and distribution of weak interlayer; Mud rock and soil to determine the main physical and mechanical properties. Understanding of the nature of the mudstone, occurrence and degree of Weathering. Mudstone in particular, the stress - strain characteristics of the analysis of.
出处
《水利科技与经济》
2010年第2期162-164,共3页
Water Conservancy Science and Technology and Economy