Laboratory Studies of Bamboo Dendrocalamus Asper on Peat Soil Settlement by Continuous Loading

Authors

  • Zeety Md Yusof Universiti Tun Hussein Onn Malaysia, Faculty of Civil Engineering and Built Environment, Batu Pahat, 86400, Johor, Malaysia
  • Nur Nisha Kamalia Kamaruzaman Universiti Tun Hussein Onn Malaysia, Faculty of Civil Engineering and Built Environment, Batu Pahat, 86400, Johor, Malaysia
  • Nurul Aina Khairul Anuar Universiti Tun Hussein Onn Malaysia, Faculty of Civil Engineering and Built Environment, Batu Pahat, 86400, Johor, Malaysia
  • Nur Azra Azeera Rozaini Universiti Tun Hussein Onn Malaysia, Faculty of Civil Engineering and Built Environment, Batu Pahat, 86400, Johor, Malaysia
  • Adnan Zainorabidin Research Center for Soft Soil (RECESS), Institute for Integrated Engineering (IIE), Universiti Tun Hussein Onn Malaysia, Batu Pahat, 86400, Johor, Malaysia
  • Mohd Khaidir Abu Talib Research Center for Soft Soil (RECESS), Institute for Integrated Engineering (IIE), Universiti Tun Hussein Onn Malaysia, Batu Pahat, 86400, Johor, Malaysia
  • Putera Agung Maha Agung State Polytechnic of Jakarta, Department of Civil Engineering, Kampus Batu UI Depok 16425 West Java, Indonesia
  • Lee Jin Chai Department of Civil Engineering, Faculty of Engineering, Technology and Built Environment, UCSI University, 56000 Kuala Lumpur, Malaysia

DOI:

https://doi.org/10.37934/aram.119.1.121134

Keywords:

Peat soil, bamboo dendrocalamus asper, settlement, displacement

Abstract

Organic soil such as peat soil has a high organic content, compared with cohesive and cohesionless soil. The percentage of fiber content in peat soil shows the level degree of humification which is fibrous, hemic, and sapric. Organic and fibre content are two component properties that affect peat settlement due to its leading to extreme settlement issues for the foundation in long-terms. The purpose of this research is to identify the physical and mechanical properties of peat soil, as well as identify the displacement of bamboo Denrocalamus asper on peat settlement by applying continuous loading in physical modelling. Sample of peat from Kampung Parit Puteri Menangis, Benut, Johor. Sample preparations were divided into three parts which are physical properties (part 1), undisturbed samples were collected for moisture content, specific gravity, organic content, and fibre content. While mechanical properties (part 2), disturbed samples were collected for consolidation. As well as physical modelling (part 3) disturbed samples were collected for the displacement of settlement bamboo Dendrocalamus asper on peat soil. The outcomes of this research identified that the moisture content is 672%, specific gravity is 1.23, organic content is 88.34 – 96.19%, and fiber content is 38.1%. As well as the peat soil is categorized as H4 to H6 (Hemic). The outcomes for compressibility properties (Cc, Cv, and Cα) were determined as 0.13 to 1.54, 0.62 to 4.925, and 0.02 to 0.048 respectively. While for the outcome’s settlement bamboo Dendrocalamus asper on peat soil, the displacement decreased by 48 to 50% after applying a maximum load of 4 kg/cm2 in 2 hours. It can be concluded that the original peat soil needs to be treated to improve the settlement. The load applied on the peat soil affected the displacement of the foundation before collapse. The replacement with bamboo reinforcement on the peat reduces the displacement of settlement. The maximum settlement was decreased in a short period of 1 hour and 2 hours.

Author Biographies

Zeety Md Yusof, Universiti Tun Hussein Onn Malaysia, Faculty of Civil Engineering and Built Environment, Batu Pahat, 86400, Johor, Malaysia

zeety@uthm.edu.my

Nur Nisha Kamalia Kamaruzaman, Universiti Tun Hussein Onn Malaysia, Faculty of Civil Engineering and Built Environment, Batu Pahat, 86400, Johor, Malaysia

nurnishakamalia00@gmail.com

Nurul Aina Khairul Anuar, Universiti Tun Hussein Onn Malaysia, Faculty of Civil Engineering and Built Environment, Batu Pahat, 86400, Johor, Malaysia

ainaanuar2000@gmail.com

Nur Azra Azeera Rozaini, Universiti Tun Hussein Onn Malaysia, Faculty of Civil Engineering and Built Environment, Batu Pahat, 86400, Johor, Malaysia

nurazraazeera99@gmail.com

Adnan Zainorabidin, Research Center for Soft Soil (RECESS), Institute for Integrated Engineering (IIE), Universiti Tun Hussein Onn Malaysia, Batu Pahat, 86400, Johor, Malaysia

adnanz@uthm.edu.my

Mohd Khaidir Abu Talib, Research Center for Soft Soil (RECESS), Institute for Integrated Engineering (IIE), Universiti Tun Hussein Onn Malaysia, Batu Pahat, 86400, Johor, Malaysia

khaidir@uthm.edu.my

Putera Agung Maha Agung, State Polytechnic of Jakarta, Department of Civil Engineering, Kampus Batu UI Depok 16425 West Java, Indonesia

putera_agung2002@yahoo.com

Lee Jin Chai, Department of Civil Engineering, Faculty of Engineering, Technology and Built Environment, UCSI University, 56000 Kuala Lumpur, Malaysia

leejc@ucsiuniversity.edu.my

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Published

2024-06-30

How to Cite

Zeety Md Yusof, Nur Nisha Kamalia Kamaruzaman, Nurul Aina Khairul Anuar, Nur Azra Azeera Rozaini, Adnan Zainorabidin, Mohd Khaidir Abu Talib, Putera Agung Maha Agung, & Lee Jin Chai. (2024). Laboratory Studies of Bamboo Dendrocalamus Asper on Peat Soil Settlement by Continuous Loading . Journal of Advanced Research in Applied Mechanics, 119(1), 121–134. https://doi.org/10.37934/aram.119.1.121134

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