机译:利用实验室和现场数据通过不完整的压电锥耗散测试评估软土沉积物固结状态的案例研究
Louisiana Department of Transportation & Development, Baton Rouge, LA 70804-9245, USA;
Department of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, LA 70803, USA,Department of Civil Engineering, Bogazici University, Bebek, Istanbul, Turkey;
Department of Civil and Environmental Engineering, Hanyang University, 17 Haengdang-Dong, Seongdong-Gu, Seoul 133-791, Republic of Korea;
Department of Civil and Environmental Engineering, Hanyang University, 17 Haengdang-Dong, Seongdong-Gu, Seoul 133-791, Republic of Korea;
Department of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, LA 70803, USA;
Piezocone; Dissipation; In situ pore pressure; Residual excess pore pressure; Extrapolation; 1/t Method; Status of consolidation; IGC; C3/C8;
机译:超固结粘性土中压电锥试验中扩散耗散的固结系数评估
机译:使用压电锥测试预测泻湖沉积土的固结屈服应力和超固结率
机译:压电耗处试验期间通过双曲线配合方法预测土壤固结系数
机译:压电锥未完成耗散测试的合并状态
机译:黏性土壤中倾斜压电锥渗透试验的数值模拟和现场验证。
机译:在实验室和室外培养试验以及种子处理或喷洒后的田间研究中噻虫嗪土壤降解的途径和速率
机译:利用实验室和现场数据通过不完整的压电锥耗散测试评估软土沉积物固结状态的案例研究
机译:piezocone渗透试验评价粘性土的固结特性;最终评价。 1月00日至12月03日