机译:对刚性桩复合地基沉降的时间效应:简化模型
Guangxi Univ Coll Civil Engn &
Architecture Guangxi Key Lab Disaster Prevent &
Struct Safety Key Lab Disaster Prevent &
Struct Safety Minist E Nanning 530004 Peoples R China;
Nanyang Technol Univ Sch Civil &
Environm Engn Singapore 639798 Singapore;
Guangxi Univ Coll Civil Engn &
Architecture Guangxi Key Lab Disaster Prevent &
Struct Safety Key Lab Disaster Prevent &
Struct Safety Minist E Nanning 530004 Peoples R China;
Guangxi Univ Coll Civil Engn &
Architecture Guangxi Key Lab Disaster Prevent &
Struct Safety Key Lab Disaster Prevent &
Struct Safety Minist E Nanning 530004 Peoples R China;
Pile composite foundation; flexibility method; soil-pile interaction; settlement; consolidation; time effects;
机译:对刚性桩复合地基沉降的时间效应:简化模型
机译:高速铁路路堤下刚性桩复合地基桩-土-土-格-垫相互作用的时间效应
机译:高速铁路湿陷性黄土中刚性桩复合地基的差异沉降
机译:带帽桩的刚性复合地基沉降的简化计算
机译:桩基础对液化和横向扩展的离心模型:利用定尺砂技术研究砂的渗透性和可压缩性。
机译:刚性柔性长桩与复合地基附近的基坑接地压力研究
机译:现场因素对高层建筑刚性桩复合基础的影响