Settlement Prediction by using One-Dimensional Consolidation Analysis with special Reference to Variability of Soil Parameters and Observational Procedure

Shinichi Nishimura

Settlement Prediction by using One-Dimensional Consolidation Analysis with special Reference to Variability of Soil Parameters and Observational Procedure

Research output: Contribution to journal › Article

Original language	English
Pages (from-to)	2051-2054
Number of pages	4
Journal	Structural Safety and Reliability, Proc. of 6th Int. Conf. on Structural Safety and Reliability
Publication status	Published - 1994

Cite this

@article{de6acca536ea42a699812ee37ceccaef,

title = "Settlement Prediction by using One-Dimensional Consolidation Analysis with special Reference to Variability of Soil Parameters and Observational Procedure",

author = "Shinichi Nishimura",

year = "1994",

language = "English",

pages = "2051--2054",

journal = "Structural Safety and Reliability, Proc. of 6th Int. Conf. on Structural Safety and Reliability",

}

TY - JOUR

T1 - Settlement Prediction by using One-Dimensional Consolidation Analysis with special Reference to Variability of Soil Parameters and Observational Procedure

AU - Nishimura, Shinichi

PY - 1994

Y1 - 1994

M3 - Article

SP - 2051

EP - 2054

JO - Structural Safety and Reliability, Proc. of 6th Int. Conf. on Structural Safety and Reliability

JF - Structural Safety and Reliability, Proc. of 6th Int. Conf. on Structural Safety and Reliability

ER -