Application of a cement-clay-air foam mixture as a lightweight embankment material for construction on soft clay

被引:10
作者
Chaiyaput, Salisa [1 ]
Ayawanna, Jiratchaya [2 ]
Jongpradist, Pornkasem [3 ]
Poorahong, Hatairat [4 ]
Sukkarak, Raksiri [5 ]
Jamsawang, Pitthaya [6 ]
机构
[1] King Mongkuts Inst Technol Ladkrabang, Sch Engn, Dept Civil Engn, Bangkok 10520, Thailand
[2] Suranaree Univ Technol, Inst Engn, Sch Ceram Engn, Nakhon Ratchasima 30000, Thailand
[3] King Mongkuts Univ Technol Thonburi, Fac Engn, Construct Innovat & Future Infrastruct Res Ctr, Dept Civil Engn, Bangkok 10140, Thailand
[4] King Mongkuts Univ Technol North Bangkok, Dept Civil Engn, Bangkok 10800, Thailand
[5] King Mongkuts Univ Technol North Bangkok, Fac Tech Educ, Dept Teacher Training Civil Engn, Bangkok 10800, Thailand
[6] King Mongkuts Univ Technol North Bangkok, Soil Engn Res Ctr, Dept Civil Engn, Bangkok 10800, Thailand
关键词
Air foam; Embankments; Lightweight; Road construction; Soil stabilization;
D O I
10.1016/j.cscm.2023.e02188
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Lightweight air foam materials can be used in pavement structures, for example, as embankments and subbase and base layers. Soft clay can be mixed with cement and air foam to generate a lightweight material. However, most previous studies have presented only laboratory test results for these materials and have not shown real-world applicability. The current study aims to demonstrate the application of a cement-clay-air foam mixture as a lightweight embankment material to reduce the settlement of soft Bangkok clay foundations induced by embankment weight. An experimental investigation to determine unconfined compressive strength (qu) was initially conducted in the laboratory to establish the ideal quantities of soft clay, air foam, and ordinary Portland cement required for embankment construction using the clay mixture. A fullscale lightweight embankment of area 14 m x 14 m and height 2.5 m was constructed on an 11 m thick soft clay layer to observe embankment settlement behavior on the soft clay foundation. The qu values of the lightweight materials obtained from the site were 1.3-1.8 times higher than those in laboratory tests. The mixtures with wet field unit weights of 0.6, 0.8, and 1.0 kN/m3 exhibited qu values of 430-620 and 770-1000 kPa, respectively, higher than the standard requirements (> 100 kPa for 7 curing days and > 200 kPa for 28 curing days). Based on monitored data, the lightweight embankment reduced settlement by as much as 80 % compared with a traditional embankment. Therefore, lightweight clay materials are recommended for use in the construction of road embankments on soft clay.
引用
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页数:12
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