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A platform for research: civil engineering, architecture and urbanism
Hydraulic conductivity and strength of foamed cement-stabilized marine clay
https://orcid.org/0000-0002-8223-8711
https://orcid.org/0000-0002-6571-2549
Highlights The hydraulic conductivity of FCMC is approximate 100–1000 times of the cement-stabilized clays without foaming. The conductivity of FCMC is mainly dominated by the macro pore volume (>1 μm). Cementation with more cement ratio and active metakaolin additives can make up the strength loss for the less density.
Abstract In traditional soft ground improvement of cement stabilized columns, strength was paid more attention than hydraulic conductivity, but the latter can improve the settlement uniformity and long term safety. This study introduced the pore-making technology referring the foaming concrete/mortar in an attempt to improve the hydraulic conductivity of the stabilized marine clays. The flexible wall permeameter and unconfined compressive strength (UCS) tests were conducted to depict the macro behaviour, and then the mercury intrusion porosimetry (MIP) tests and scanning electron microscopy (SEM) tests were performed to clarify the micro-structures. The hydraulic conductivity of foamed cement-stabilized marine clay at a given cement ratio (20%–50%) and density (900–1400 kg/m3) was found to be approximately 100–1000 times of that of (cement stabilized) clays without foaming, whereas the strength decreased only by 2–4 times. Microstructure investigation indicated that the hydraulic conductivity of foamed cement-stabilized marine clays was mainly dominated by the macro pore volume (>1 μm). Furthermore, a greater cement ratio and more active metakaolin additives enable developing an innovative material for columns that satisfy both the strength and hydraulic conductivity requirement.
Hydraulic conductivity and strength of foamed cement-stabilized marine clay
https://orcid.org/0000-0002-8223-8711
https://orcid.org/0000-0002-6571-2549
Highlights The hydraulic conductivity of FCMC is approximate 100–1000 times of the cement-stabilized clays without foaming. The conductivity of FCMC is mainly dominated by the macro pore volume (>1 μm). Cementation with more cement ratio and active metakaolin additives can make up the strength loss for the less density.
Abstract In traditional soft ground improvement of cement stabilized columns, strength was paid more attention than hydraulic conductivity, but the latter can improve the settlement uniformity and long term safety. This study introduced the pore-making technology referring the foaming concrete/mortar in an attempt to improve the hydraulic conductivity of the stabilized marine clays. The flexible wall permeameter and unconfined compressive strength (UCS) tests were conducted to depict the macro behaviour, and then the mercury intrusion porosimetry (MIP) tests and scanning electron microscopy (SEM) tests were performed to clarify the micro-structures. The hydraulic conductivity of foamed cement-stabilized marine clay at a given cement ratio (20%–50%) and density (900–1400 kg/m3) was found to be approximately 100–1000 times of that of (cement stabilized) clays without foaming, whereas the strength decreased only by 2–4 times. Microstructure investigation indicated that the hydraulic conductivity of foamed cement-stabilized marine clays was mainly dominated by the macro pore volume (>1 μm). Furthermore, a greater cement ratio and more active metakaolin additives enable developing an innovative material for columns that satisfy both the strength and hydraulic conductivity requirement.
Hydraulic conductivity and strength of foamed cement-stabilized marine clay
https://orcid.org/0000-0002-8223-8711
https://orcid.org/0000-0002-6571-2549
Highlights The hydraulic conductivity of FCMC is approximate 100–1000 times of the cement-stabilized clays without foaming. The conductivity of FCMC is mainly dominated by the macro pore volume (>1 μm). Cementation with more cement ratio and active metakaolin additives can make up the strength loss for the less density.
Abstract In traditional soft ground improvement of cement stabilized columns, strength was paid more attention than hydraulic conductivity, but the latter can improve the settlement uniformity and long term safety. This study introduced the pore-making technology referring the foaming concrete/mortar in an attempt to improve the hydraulic conductivity of the stabilized marine clays. The flexible wall permeameter and unconfined compressive strength (UCS) tests were conducted to depict the macro behaviour, and then the mercury intrusion porosimetry (MIP) tests and scanning electron microscopy (SEM) tests were performed to clarify the micro-structures. The hydraulic conductivity of foamed cement-stabilized marine clay at a given cement ratio (20%–50%) and density (900–1400 kg/m3) was found to be approximately 100–1000 times of that of (cement stabilized) clays without foaming, whereas the strength decreased only by 2–4 times. Microstructure investigation indicated that the hydraulic conductivity of foamed cement-stabilized marine clays was mainly dominated by the macro pore volume (>1 μm). Furthermore, a greater cement ratio and more active metakaolin additives enable developing an innovative material for columns that satisfy both the strength and hydraulic conductivity requirement.
Hydraulic conductivity and strength of foamed cement-stabilized marine clay
Wu, Jun (author) / Deng, Yongfeng (author) / Zheng, Xiaopei (author) / Cui, Yujun (author) / Zhao, Zhenping (author) / Chen, Yonggui (author) / Zha, Fusheng (author)
Construction and Building Materials ; 222 ; 688-698
2019-06-20
11 pages
Article (Journal)
Electronic Resource
English
| British Library Online Contents | 2015
Assessment of Unconfined Compressive Strength of Cement Stabilized Marine Clay
| Taylor & Francis Verlag | 2008
Assessment of Unconfined Compressive Strength of Cement Stabilized Marine Clay
| Online Contents | 2008