摘要
计算深基础开挖回弹及再加荷时的沉降在设计中是一个有待于探讨研究的重要课题,本文着重分析了上海软粘土在卸荷—再加荷时的变形特性,提出了估算回弹及全补偿沉降的计算式,并探讨了三轴试验条件下土样的卸荷—再加荷变形特性,建立了相应的应力-应变模型。
The settlement of deep foundation due to the excavation and reloading is an important subject in engineering design, which is worthy to be investigated. In the present paper, the major efforts have been made to study the deformation characteris- tics of soft clay subjected to unloading and reloading in Shanghai. Calculation method is proposed for evaluating the rebound and the compensated settlement displacements of the clay. The examination of the deformation characteristics of the clay under unloading and reloading Is performed on the basis of triaxial shear test, and the correspanding stress-strain models are also developed.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
1990年第2期9-18,共10页
Chinese Journal of Geotechnical Engineering
