摘要
淮安至盐城高速公路广泛分布着软土 ,根据室内和室外试验 ,查明了该路段软土的工程性质和特征 ,从而对该段路基的强度进行了评价 ,并对其沉降量进行了预估 ,从总体上对该路段的稳定性进行了评价。
Large soft soil distribute in the freeway of Huai'an to Yan cheng. According to indoor and outdoor experiments,discovering the engineering property and character,evaluating the strength of soft soil foundation of this section,estimating the settlement in advance,evaluating the generally stability of this road.
出处
《岩土工程技术》
2003年第2期116-119,共4页
Geotechnical Engineering Technique