摘要
根据重庆市酉阳龚滩新镇迁建区内软弱易滑层复杂特征,采用室内试验、现场大剪试验和反算参数综合确定计算参数,并根据乌江水位变化特征设置5种计算工况,评价场地稳定性和适宜性,并提出了工程措施建议,为场地边坡治理提供了重要的依据。
According to the complicated features of softly slippery layer in the area of Chongqing Youyang Gongtan,the shear strength parameters of softly slippery layer are determined by the laboratory tests,locate large-scale shearing test and anti-analysis.Five kinds of computing work are designed according to the water level change feature in Wujiang river,we analyzed and evaluated site stability and suitability,and made suggestions about project,provide important basis for site slope optimum.
出处
《四川理工学院学报（自然科学版）》
CAS
2011年第5期564-567,共4页
Journal of Sichuan University of Science & Engineering(Natural Science Edition)
关键词
软弱易滑层
现场大剪试验
反算分析
稳定性评价
适宜性分区
soft slippery layer
locate large-scale shearing test
anti-analysis
stability evaluation
appropriate zoning
