机译:大直径桩的垂直振动部分嵌入孔弹性土壤中
Fujian Univ Technol Sch Civil Engn Fuzhou 350118 Peoples R China|Fujian Prov Key Lab Adv Technol & Informatizat Ci Fuzhou 350118 Peoples R China;
Chongqing Univ Coll Civil Engn Key Lab New Technol Construct Cities Mt Area Chongqing 400045 Peoples R China|Chongqing Univ Natl Joint Engn Res Ctr Geohazards Prevent Reserv Chongqing 400045 Peoples R China;
Univ Newcastle Fac Engn & Built Environm Prior Res Ctr Geotech Sci & Engn Callaghan NSW 2308 Australia;
Chongqing Univ Coll Civil Engn Key Lab New Technol Construct Cities Mt Area Chongqing 400045 Peoples R China|Chongqing Univ Natl Joint Engn Res Ctr Geohazards Prevent Reserv Chongqing 400045 Peoples R China;
Chongqing Univ Coll Civil Engn Key Lab New Technol Construct Cities Mt Area Chongqing 400045 Peoples R China|Chongqing Univ Natl Joint Engn Res Ctr Geohazards Prevent Reserv Chongqing 400045 Peoples R China;
Impedance; Vertical vibration; Poroelastic soil; Partially embedded piles;
机译:压缩成分多层腹弹性土桩基垂直振动分析
机译:埋在多孔弹性土中的弹性桩的竖向振动
机译:埋在多孔弹性土中的弹性桩的竖向振动
机译:特雷斯卡土壤上部分嵌入式管道的竖向承载力
机译:Sakonnet河大桥粉质土壤中大直径管桩的荷载传递曲线。
机译:正弦波振动下液化土复合桩基系统垂直承载力的数值分析
机译:基于瑞利爱棒理论的非直径桩嵌入着嵌入式土壤的垂直振动