Undrained shear strength measurements using cone penetrometer and shear vane

Research presents undrained shear strength and undrained shear strength obtained from measurements obtained using cone penetrometer and laboratory vane shear. The tests were performed for a cohesive soil sample and then for three additional samples reinforced with a constant amount of fly ashtype F (20%) and lime - 2%, 4%, 6%, respectively.

本研究提供了不排水抗剪强度（undrained shear strength）数据，以及通过圆锥贯入仪（cone penetrometer）和室内十字板剪切试验（laboratory vane shear）测得的不排水抗剪强度结果。本次试验首先针对一组原状黏性土试样开展，随后针对另外三组均掺加20%固定掺量F级粉煤灰（fly ash type F），并分别添加2%、4%、6%石灰的改良土试样进行测试。