机译:固结预压对裙式圆形地基不排水承载力的影响
Ctr Offshore Fdn Syst, Perth, WA, Australia|Univ Western Australia, ARC Ctr Excellence Geotech Sci & Engn, Perth, WA 6009, Australia;
Ctr Offshore Fdn Syst, UWA Ocean Inst, Perth, WA, Australia|Univ Western Australia, ARC Ctr Excellence Geotech Sci & Engn, Perth, WA 6009, Australia;
Ctr Offshore Fdn Syst, Perth, WA, Australia|Univ Western Australia, ARC Ctr Excellence Geotech Sci & Engn, Perth, WA 6009, Australia;
Ctr Offshore Fdn Syst, Perth, WA, Australia|Univ Western Australia, ARC Ctr Excellence Geotech Sci & Engn, Perth, WA 6009, Australia;
Ctr Offshore Fdn Syst, UWA Ocean Inst, Perth, WA, Australia|Univ Western Australia, ARC Ctr Excellence Geotech Sci & Engn, Perth, WA 6009, Australia;
clays; consolidation; footings/foundations; model tests; numerical modelling; offshore engineering;
机译:固结预压对裙式圆形基础不排水承载力的影响(第65卷,第231页,2015年)
机译:无透散砂桩层状土壤圆形脚梯承载力的实验与数值研究
机译:不排水黏土中无支撑圆形隧道上方条形基础的抗震承载力
机译:圆形跨越粘土土壤承载力
机译:在非饱和砂土中承受静力和地震载荷的基础的承载力和沉降特性。
机译:壳条在加固的沙子上的支撑能力
机译:嵌入对平面荷载作用下软黏土中带裙边圆形基础固结不排水能力的影响
机译:各向异性与各向同性固结在粘性土固结不排水三轴压缩试验中的作用。