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  4. Investigation into mechanical behaviour of loess-wheat straw mixtures
 
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Investigation into mechanical behaviour of loess-wheat straw mixtures

Journal
7th Asia-Pacific Conference on Unsaturated Soils, AP-UNSAT 2019
Pages
418-423
Date Issued
2019
Author(s)
Cheng, W.-C.
Jin, X.
Wang, L.
Xue, Z.-F.
Ge, L.
Zhou, A.
YU-NING GE  
DOI
10.3208/jgssp.v07.066
URI
https://www.scopus.com/inward/record.url?eid=2-s2.0-85087327637&partnerID=40&md5=572e7a6ca8cc81359e356e45742efd34
https://scholars.lib.ntu.edu.tw/handle/123456789/547401
Abstract
Most residential houses in Loess Plateau of Northwest China have been built five decades ago. The wheat straw retrieved after crop harvesting has always been mixed with the loess to construct house walls. In spite that the extreme climate has already caused a series of extensive natural hazards (e.g., earthquake), the residential houses are well functioned until nowadays. This unique phenomenon drives this study to investigate the mechanical behaviour of the mixture of loess and wheat straw. Thus, uniaxial compressive strength tests and strain-controlled and stress-controlled direct shear tests are implemented on the loess-wheat straw mixture specimens. By adding the wheat straw to the specimens, the failure mode is transfers from the "shear failure" to the "ductile (barrel-shaped) failure" under uniaxial compression loading conditions. Compared to the loess specimens, the loess-wheat straw mixture specimens demonstrate its superior ability of withstanding larger shearing stresses as subjected to similar shear displacements. The gained insights guide the design of upcoming sustainable infrastructures. © 2019 7th Asia-Pacific Conference on Unsaturated Soils, AP-UNSAT 2019. All rights reserved.
Subjects
Ductility; Loess; Shear failure; Wheat straw
SDGs

[SDGs]SDG9

[SDGs]SDG13

Other Subjects
Compressive strength; Houses; Mixtures; Straw; Direct shear test; Mechanical behaviour; Residential house; Shear displacement; Strain-controlled; Sustainable infrastructure; Uniaxial compression loading; Uniaxial compressive strength; Sediments
Type
conference paper

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