Settlement Performance of Bamboo Dendrocalamus Asper for Improving Peat Soil Reinforcement Stability

被引:0
|
作者
Yusof, Zeety Md [1 ,2 ]
Rozaini, Nur Azra Azeera [1 ]
Zainorabidin, Adnan [1 ,2 ]
Agung, Putera Agung Maha [3 ]
机构
[1] Univ Tun Hussein Onn Malaysia, Fac Civil Engn & Built Environm, Batu Pahat 86400, Johor, Malaysia
[2] Univ Tun Hussein Onn Malaysia UTHM, Inst Integrated Engn IIE, Res Ctr Soft Soil RECESS, Batu Pahat 86400, Johor, Malaysia
[3] State Polytech Jakarta, Dept Civil Engn, Kampus Baru UI, Depok 16425, West Java, Indonesia
来源
INTERNATIONAL JOURNAL OF SUSTAINABLE CONSTRUCTION ENGINEERING AND TECHNOLOGY | 2023年 / 14卷 / 05期
关键词
Peat; bamboo; settlement;
D O I
10.30880/ijscet.2023.14.05.030
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Soil reinforcement is the geotechnical application for the soil mass reinforcement elements to increase the shear characteristics of the soil grid. Bamboo is a sustainable source for the wood industry that has been applied in construction soil foundations as a soil reinforcement material. The use of bamboo types Dendrocalamus asper for soft soil reinforcement stability is important and commonly used. Peat, as a very soft soil, is known as problematic soil, and organic soil has poor shear strength and high compressibility. In construction especially for peat soil foundation or subgrade, it has settlement and deformation because of loss of strength. The peat soil from Kampung Puteri Menangis, Benut Pontian Johor has been used in the experimental work to determine the displacement of the settlement performance characteristics without and with the laminated beams of bamboo Dendracalamus asper. Without bamboo, the displacement of the settlement reduces from 22.4% to 6.8% within 1 hour. The use of 1 layer of laminated bamboo reinforcement on the foundation base reduced the displacement of the settlement from 27.2% to 8.9%. The displacement continues to decrease from 19.3% to 5.8% for two layers of laminated bamboo reinforcement, and 18.9% to 5.9% for 3 layers of laminated bamboo reinforcement. At each stage and duration, the peat shows displacement in compression, and the settlement of the reinforcement stability is smaller than in the other stage.
引用
收藏
页码:364 / 373
页数:10
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