机译:砾石土上快速三轴固结排水试验
Fuzhou Univ, Coll Environm & Resources, Dept Resources & Urban Rural Construct, Fuzhou 350116, Peoples R China|Fuzhou Univ, Inst Geotech & Geol Engn, Fuzhou 350116, Peoples R China|Fuzhou Univ, Fujian Prov Key Lab Remote Sensing Soil Eros & Di, Fuzhou 350116, Peoples R China;
Hohai Univ, Res Inst Geotech Engn, Nanjing 210098, Jiangsu, Peoples R China|Hohai Univ, Minist Educ Geomech & Embankment Engn, Key Lab, Nanjing 210098, Jiangsu, Peoples R China;
Fuzhou Univ, Coll Environm & Resources, Dept Resources & Urban Rural Construct, Fuzhou 350116, Peoples R China|Fuzhou Univ, Inst Geotech & Geol Engn, Fuzhou 350116, Peoples R China|Fuzhou Univ, Fujian Prov Key Lab Remote Sensing Soil Eros & Di, Fuzhou 350116, Peoples R China;
triaxial test; triaxial consolidated drained test (CD); quick triaxial consolidated drained test (QCD); sand-core cylindrical specimen; gravelly soil; stress-strain curve; Duncan-Chang model; earth core rock fill dam;
机译:固结排水和恒定含水量三轴试验得出的压实残余土壤的抗剪强度
机译:固结排水和恒定含水量三轴试验得出的压实残余土壤的抗剪强度
机译:粘性对排水三轴压缩中砾石土应力应变行为的影响
机译:花岗质残留土固结排水三轴试验结果
机译:砂砾土液化性能的动态锥入试验
机译:原位剪切测试用于揭示砾石滑动区土壤的机械性能
机译:各向异性与各向同性固结在粘性土壤固结 - 不排水三轴压缩试验中的影响
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。