Unconfined Compressive Strength and Splitting Tensile Strength of Lime Soil Modified by Nano Clay and Polypropylene Fiber

Unconfined Compressive Strength and Splitting Tensile Strength of Lime Soil Modified by Nano Clay and Polypropylene Fiber

Here we study the effects of nano clay and polypropylene fiber on the unconfined compression and splitting properties of lime soil. Through a series of unconfined compressive strength (UCS) tests and splitting strength (STS) tests, the mechanical properties of lime soil (LS), nano clay modified lime...

Full description

Bibliographic Details
Main Authors: Ping Jiang, Lin Zhou, Weiqing Zhang, Wei Wang, Na Li
Format: Article
Language:English
Published: MDPI AG 2022-02-01
Series:Crystals
Subjects:
lime soil
nanoclay
polypropylene fiber
unconfined compressive strength
splitting strength
Online Access:https://www.mdpi.com/2073-4352/12/2/285

Internet

https://www.mdpi.com/2073-4352/12/2/285

Similar Items