Esther Obonyo

Dr. Esther Obonyo

Rinker School of Building Construction, University of Florida, PO Box 115703 (or Rinker 304), Gainesville, FL 32611-5703, USA

Research Focus & Metrics

Academic Career Length

22Years (2005-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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25 August 2014 in Sustainability
Verified
Journal Article
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EOEsther Obonyo
Esther Obonyo
EKElie Kamseu
Elie Kamseu
PLPatrick N Lemougna
Patrick N Lemougna
ATArlin Bruno Tchamba
Arlin Bruno Tchamba
UCUphie Chinje
Uphie Chinje
Cristina LeonelliCristina Leonelli
Cristina Leonelli
Two iron-rich clayey materials (L1 and L2, with the main difference being the level of iron accumulation) have been studied for their suitability as solid precursors for inorganic polymer composites. L1, with the lower iron content, was calcined at 700°C for 4 h and used as replacement, in the range of 15–35 wt%, for both raw laterites in the formulations of geopolymeric composites. The different mixtures were activated with a highly concentrated alkaline solution containing sodium hydroxide and sodium silicate. River sand with semi-crystalline structure was added to form semi-dry pastes which were pressed to appropriate shape. X-ray diffraction, Infrared spectroscopy, Scanning Electron Microscopy and Mercury Intrusion Porosimetry results demonstrated the effectiveness of the calcined fraction of L1 to act as nucleation sites and extend the geopolymerization to the matrix composites. A highly compact matrix with low porosity and good stability in water, together with a strength comparable to that of standard concretes was obtained allowing for conclusions to be made on the quality of laterites as promising solid precursor for sustainable, environmentally-friendly, and cost-efficient structural materials.

1 October 2014 in Cement and Concrete Composites
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Journal Article
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EKElie Kamseu
Elie Kamseu
MCMaria Cannio
Maria Cannio
EOEsther Obonyo
Esther Obonyo
FTFey Tobias
Fey Tobias
Maria Chiara BignozziMaria Chiara Bignozzi
Maria Chiara Bignozzi
Cristina LeonelliCristina Leonelli
Cristina Leonelli

25 November 2010 in Sustainability
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Journal Article
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EOEsther Obonyo
Esther Obonyo
JEJoseph Exelbirt
Joseph Exelbirt
MBMalarvizhi Baskaran
Malarvizhi Baskaran
The discussion in this paper is part of research directed at establishing optimal stabilization strategy for compressed bricks. The deployment context for the use of the compressed bricks was Dar es Salaam (Tanzania) where manually fabricated bricks are increasingly being used in low cost housing units. This discussion specifically focuses on strategies that can be used to counter deterioration due to wind-driven rain erosion. The impact of using cement, lime, fiber and a commercial stabilizing fluid was assessed. Factory-produced bricks were used for benchmarking. The durability of the bricks was assessed using the “modified” Bulletin 5 Spray Test. The different brick specimens were sprayed with water at 2.07 MPa and 4.14 MPa over one-hour time period while measuring the depth of erosion every 15 minutes. Factory-produced bricks hardly eroded at both 2.07 MPa and 4.14 MPa pressure levels. The maximum depth of erosion for Soil-Cement bricks ranged from a maximum of 0.5 mm at 2.07 MPa water pressure to 0.8 mm at 4.14 MPa. The maximum and minimum depths of erosion for Soil-Cement-Lime bricks were 25mm and 17 mm respectively. The inclusion of natural fiber in the bricks resulted in a sharp increase of the erosion depth to a maximum of 40 mm at 2.07 MPa and 55 mm at 4.14 Mpa. As the use of natural fibers and lime enhances some physio-mechanical properties, further research is necessary to determine ways of achieving this goal while maintaining acceptable levels of erosion resistance.

13 February 2021 in Sensors
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JZJunqi Zhao
Junqi Zhao
EOEsther Obonyo
Esther Obonyo
SBSven G. Bilén
Sven G. Bilén
Construction workers executing manual-intensive tasks are susceptible to musculoskeletal disorders (MSDs) due to overexposure to awkward postures. Automated posture recognition and assessment based on wearable sensor output can help reduce MSDs risks through early risk-factor detection. However, extant studies mainly focus on optimizing recognition models. There is a lack of studies exploring the design of a wearable sensing system that assesses the MSDs risks based on detected postures and then provides feedback for injury prevention. This study aims at investigating the design of an effective wearable MSDs prevention system. This study first proposes the design of a wearable inertial measurement unit (IMU) sensing system, then develops the prototype for end-user evaluation. Construction workers and managers evaluated a proposed system by interacting with wearable sensors and user interfaces (UIs), followed by an evaluation survey. The results suggest that wearable sensing is a promising approach for collecting motion data with low discomfort; posture-based MSDs risk assessment has a high potential in improving workers’ safety awareness; and mobile- and cloud-based UIs can deliver the risk assessment information to end-users with ease. This research contributes to the design, development, and validation of wearable sensing-based injury prevention systems, which may be adapted to other labor-intensive occupations.

1 September 2016 in Construction and Building Materials
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Journal Article
Closed access
PDPeter Donkor
Peter Donkor
EOEsther Obonyo
Esther Obonyo