Influences of Curing Environment on Strength Performances of Shanghai Clayey Soil Reinforced with Palm Fiber
Auteur(s): |
Jili Qu
Kun Xiong |
---|---|
Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Advances in Civil Engineering, janvier 2020, v. 2020 |
Page(s): | 1-11 |
DOI: | 10.1155/2020/9670806 |
Abstrait: |
Owing to its environment-friendly, economically available, and sustainable property, the palm fiber was attempted to improve the quality of Shanghai clayey soil together with lime. The direct shear tests (DST), ultrasonic pulse velocity tests (UPV), and the unconfined compressive tests (UCT) have been carried out on soils mixed with palm fiber and lime under 3 curing conditions of immersion in water, cyclic wetting-drying, and air curing at a series of contents of additives. The corresponding indexes of shear strength (τ), cohesion (c), internal friction angle (φ), initial shear modulus (G0), and unconfined compressive strength (qu) were obtained and analyzed. Results show that immersed-in-water environment is optimum for the formation of shear strength, initial shear modulus, cohesion, and unconfined compressive strength (UCS), while the air curing condition is the worst for admixture treated soil. Lime can increaseG0, but palm fiber can slightly reduceG0. Lime has significant effect on increase of internal friction angle; on the contrary, palm fiber has only limited effect.c/G0for any type of sample remains almost constant under different curing conditions. It demonstrates thatcandG0possess the comparative development trend under different curing environment. |
Copyright: | © Jili Qu and Kun Xiong et al. |
License: | Cette oeuvre a été publiée sous la license Creative Commons Attribution 4.0 (CC-BY 4.0). Il est autorisé de partager et adapter l'oeuvre tant que l'auteur est crédité et la license est indiquée (avec le lien ci-dessus). Vous devez aussi indiquer si des changements on été fait vis-à-vis de l'original. |
Lieux géographiques
3.72 MB
- Informations
sur cette fiche - Reference-ID
10417170 - Publié(e) le:
31.03.2020 - Modifié(e) le:
02.06.2021