Consolidated and Undrained Triaxial Compression Characteristics of Slag-Clay Mixtures with Wide Unconfined Compression Strength

Author:

Katagiri Masaaki,Yamazaki Seiya,Kakihara Yuka,Takada Akio,Kikuchi Yoshiaki

Publisher

Springer Nature Singapore

Reference6 articles.

1. Tanaka Y, Takasho M, Imamura M, Shibuya T, Yamakoshi Y, Akashi Y, Kitano Y, Shugano H (2014) Reclamation of the artificial ground made of dredged soil and converter slag. J JSCE B3 70(2):I-888–I-893 (in Japanese)

2. Coastal development institute of technology: technical manual for utilization of Calcia modified soil in Ports, airports and coasts, coastal technology library no. 4 (2017) (in Japanese)

3. Katagiri M, Kasugai Y, Hayashi K, Nishino T, Sadakata T, Kikuchi Y, Kakihara Y, Takada A (2022) Consolidated and undrained triaxial compression characteristics of slag-clay mixture with low addition rate. J JSCE B3 77(2):I_666–I_672 (in Japanese)

4. Kakihara Y, Kikuchi Y, Noda S, Takada A, Yamaguchi T, Furuhata S (2021) Effects of solidification of clayey soil with converter steelmaking slag on mechanical properties. In: Proceedings of 14th environmental geotechnics, pp 249–256 (in Japanese)

5. Japanese Geotechnical Society (2020) Japanese standards and explanations of laboratory tests of geomaterials, part 7, chapter 3: triaxial testing of soils, pp 627–630 (in Japanese)

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