Abstract

By analyzing the cation composition of pore water in the soil samples of Ariake Bay sediments, the present study assesses the development of quick clay by leaching in both the original and seawater-saturated soil samples. Divalent cations were dominant in the pore water of the original soil sample, whereas Na+ was the major cation in that of the seawater-saturated soil sample. The cation proportion in the pore water for both soil samples remained the same after leaching. The difference in pore water cation composition between the original and seawater-saturated soil samples affected how their geotechnical properties changed through leaching. The undisturbed shear strength of both soil samples remained almost the same, but a large disparity between the soil samples was observed in the remolded shear strength: it remained almost the same in the original soil sample after leaching. Hence, sensitivity was not increased and quick clay was not formed. However, in the seawater-saturated soil sample, the remolded shear strength decreased to a great extent, and quick clay with a sensitivity exceeding 700 developed. The lack of development of quick clay in the original soil sample is attributed to the dominance of divalent cations in the pore water, and the development of quick clay in the seawater-saturated soil sample is ascribed to the dominance of Na+ in the pore water.

Highlights

  • IntroductionHow to cite this paper: He, P., et al (2014) Quick Clay Development and Cation Composition of Pore Water in Marine Sediments from the Ariake Bay Area, Japan

  • Marine soft clay has a flocculated structure and aggregated arrangement that provides a framework with an in-How to cite this paper: He, P., et al (2014) Quick Clay Development and Cation Composition of Pore Water in Marine Sediments from the Ariake Bay Area, Japan

  • Such soil behavior has caused massive landslides in the ground of Scandinavia and eastern Canada, where the ground is composed of marine sediments that were elevated above sea level after the last glacial retreat and were subjected to leaching of salt in pore water [2] [5] [6]

Read more

Summary

Introduction

How to cite this paper: He, P., et al (2014) Quick Clay Development and Cation Composition of Pore Water in Marine Sediments from the Ariake Bay Area, Japan. Quick clay is a soil material that changes from a stiff mass to a viscous fluid when it is thoroughly remolded Such soil behavior has caused massive landslides in the ground of Scandinavia and eastern Canada, where the ground is composed of marine sediments that were elevated above sea level after the last glacial retreat and were subjected to leaching of salt in pore water [2] [5] [6]. To assess whether or not quick clay develops, leaching is performed in the original and seawater-saturated soil samples of undisturbed Ariake Bay sediments, and the cation composition of pore water is analyzed

Methods
Results
Discussion
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call