Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/89190
Title: Pilot tests on methods to form working platform on soft clay
Authors: Sun, Liqiang
Meng, Lingxiao
Guo, Wei
Feng, Xiaowei
Nie, Wen
Chu, Jian
Hou, Jinfang
Keywords: Land Reclamation
Offshore Engineering
DRNTU::Engineering::Civil engineering
Issue Date: 2017
Source: Sun, L., Meng, L., Guo, W., Feng, X., Nie, W., Chu, J., & Hou, J. (2017). Pilot tests on methods to form working platform on soft clay. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 170(5), 445-454. doi:dx.doi.org/10.1680/jgeen.16.00055
Series/Report no.: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
Abstract: Pilot tests on the usage of vacuum preloading combined with short prefabricated vertical drains (PVDs) to form a working platform for future soil improvement work were conducted at a land reclamation site in Tianjin, China. The short PVDs were connected using three methods – the conventional vacuum preloading method, fish-bone connectors and embedded horizontal pipes. To investigate the influence of PVD spacing, short PVDs were installed in square grids with spacings of 0·4 m and 0·6 m. The ground surface settlement, pore water pressures, water content and undrained shear strength of the soil were measured during the specific period of vacuum preloading. The pilot tests indicated that short PVDs connected using embedded vacuum pipes installed at 0·4 m spacing were the most suitable method to form a working platform on the surface of the dredged marine clay. This method yields a substantial saving on construction cost and time while exhibiting similar efficiency to the conventional vacuum preloading method. The undrained shear strength and degree of consolidation of the soil after 60 d of vacuum preloading were 23·6 kPa and 85·1%, respectively, which met the requirements for the working platform.
URI: https://hdl.handle.net/10356/89190
http://hdl.handle.net/10220/46127
ISSN: 1353-2618
DOI: http://dx.doi.org/10.1680/jgeen.16.00055
Rights: © ICE Publishing. This paper was published in Proceedings of the Institution of Civil Engineers - Geotechnical Engineering and is made available as an electronic reprint (preprint) with permission of ICE Publishing. The published version is available at: [http://dx.doi.org/10.1680/jgeen.16.00055]. One print or electronic copy may be made for personal use only. Systematic or multiple reproduction, distribution to multiple locations via electronic or other means, duplication of any material in this paper for a fee or for commercial purposes, or modification of the content of the paper is prohibited and is subject to penalties under law.
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Journal Articles

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