2013
DOI: 10.3390/su5010298
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Nondestructive Evaluation of Historic Hakka Rammed Earth Structures

Abstract: Abstract:The in-service Hakka rammed earth buildings, in the Fujian Province of China, are unique in design and performance. Their UNESCO's inscription as World Heritage sites recognizes their artistic, cultural, social and historic significance. Sponsored by the National Science Foundation of the United States, the authors have examined the engineering values of these buildings in terms of comfortable living at low energy consumption, sustainability and durability. The objective of this study was to better un… Show more

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Cited by 26 publications
(29 citation statements)
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“…In the present paper, the author explores the possibility of using the well-known rebound hammer test to determine rapidly the compressive strength of in-situ RE walls. It is worth noting that this technique has been tried by Khadka & Shakya [28] and Liang et al [29]; however, the empiric curves of the rebound hammers were established for conventional concretes where the rebound number was more than 20 (corresponding to the compressive strengths more than 10 MPa); for RE material with lower compressive strengths, the calibration curve was not available, so these authors could not predict the compressive strength of the RE specimens measured. That was the reason why in the present study, a new calibration curve was investigated and proposed for RE material.…”
Section: Introductionmentioning
confidence: 98%
“…In the present paper, the author explores the possibility of using the well-known rebound hammer test to determine rapidly the compressive strength of in-situ RE walls. It is worth noting that this technique has been tried by Khadka & Shakya [28] and Liang et al [29]; however, the empiric curves of the rebound hammers were established for conventional concretes where the rebound number was more than 20 (corresponding to the compressive strengths more than 10 MPa); for RE material with lower compressive strengths, the calibration curve was not available, so these authors could not predict the compressive strength of the RE specimens measured. That was the reason why in the present study, a new calibration curve was investigated and proposed for RE material.…”
Section: Introductionmentioning
confidence: 98%
“…They find that the posts and beams circling the Tulou distribute loads evenly across the structure and then outward to the rammed earth walls. Even though these load-carrying members are jointed to each other through pinned connection (without a single nail in the entire building), the study reveals that the jointed neighboring members have a high load-sharing effect in a manner similar to a fixed beam and all the surrounding horizontal and vertical members connected to the load carrying beam, have acted in partial unison and restrained the load carrying beam such that the boundary conditions surpass those of a fixed beam, offering extremely high stiffness [6]. Another vital component of sustainability is the Tulou's ability to withstand earthquakes.…”
Section: Strength Of the Tuloumentioning
confidence: 97%
“…Minoru tracks the temperatures inside every day, year round, using data loggers with the goal of providing the scientific community with empirical proof that Tulou architecture regulates temperature throughout the seasons. Climate data generated both by Liang [6] and Ueda [9] independently do in fact demonstrate that the unique floor plan and thermal mass help the Hakka Tulou moderate temperature and humidity. Furthermore, after a rigorous environmental/sustainability study on the performance of Hakka Tulou, Ueda concluded that Chengqi Tulou built over 300 years ago, and still in-service, was highly ranked in a variety of types of evaluations using modern assessment tools, including the United States Green Building Council's Leadership in Energy and Environmental Design (LEED) guidelines [9].…”
Section: Comfortable and Sustainable Livingmentioning
confidence: 97%
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