Mechanical behavior of fiber-reinforced, chemically stabilized dredged sludge

Author:

Wang Hong-Sheng,Tang Chao-ShengORCID,Gu Kai,Shi Bin,Inyang Hilary I.

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference49 articles.

1. Akbulut S, Arasan S, Kalkan E (2007) Modification of clayey soils using scrap tire rubber and synthetic fibers. Appl Clay Sci 38(1–2):23–32

2. Asavapisit S, Naksrichum S, Harnwajanawong N (2005) Strength, leachability and microstructure characteristics of cement-based solidified plating sludge. Cem Concr Res 35(6):1042–1049

3. ASTM International (2016) ASTM D2166/D2166M-16. Standard test method for unconfined compressive strength of cohesive soil. ASTM International, West Conshohocken. https://www.astm.org/Standards/D2166

4. Cai Y, Shi B, Ng CWW, Tang CS (2006) Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil. Eng Geol 87(3–4):230–240

5. Chan CM, Mizutani TA, Kikuchi Y (2011) Reusing dredged marine clay by solidification with steel slag: a study of compressive strength. Int J Civ Struct Eng 2(1):270–279

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