School of Environmental Protection and Safety Engineering, University of South China, Hengyang 421001, China;
College of Civil Engineering, Hunan University, Changsha 410082, China;
School of Civil Engineering, Central South University, Changsha 410075, China;
School of Civil Engineering, Central South University, Changsha 410075, China;
Pile groups; Long-term settlement; Soft soil; Viscoelastic;
机译:考虑层状土桩间相互作用的桩基沉降简化计算方法
机译:一种简化的单桩考虑桩末沉降造成多层土壤毛摩擦桩的沉降分析方法
机译:层状地基中单桩和桩组竖向沉降的非线性预测新方法
机译:绒毛桩桩长期沉降的非线性计算方法
机译:局部液化和分层土壤条件下桩的非线性行为和建模。
机译:限制土壤温室气体通量计算中的非线性参数以获得更可靠的通量估算
机译:非线性粘弹性土壤沉积单桩沉降中的时间效应分析方法