Advances in Unsaturated Soil, Seepage, and Environmental Geotechnics 2006
DOI: 10.1061/40860(192)40
|View full text |Cite
|
Sign up to set email alerts
|

Properties of Clay Mixed with Sticky Rice Juice and Tung Oil

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1

Citation Types

0
4
0

Year Published

2016
2016
2021
2021

Publication Types

Select...
2

Relationship

0
2

Authors

Journals

citations
Cited by 2 publications
(4 citation statements)
references
References 0 publications
0
4
0
Order By: Relevance
“…Tung oil is able to harden after mixing with soils within 7 days due to oxidative polymerization (Lin and Lourenço, 2020;Tang et al, 2010;Tang et al, 2006). To investigate this hardening effect on the compaction behaviour, MCT tests were conducted immediately after mixing with Tung oil (hereinafter fresh stabilized soils) and after 7-day equilibrium (hardened stabilized soils).…”
Section: Modified Compaction Testmentioning
confidence: 99%
See 2 more Smart Citations
“…Tung oil is able to harden after mixing with soils within 7 days due to oxidative polymerization (Lin and Lourenço, 2020;Tang et al, 2010;Tang et al, 2006). To investigate this hardening effect on the compaction behaviour, MCT tests were conducted immediately after mixing with Tung oil (hereinafter fresh stabilized soils) and after 7-day equilibrium (hardened stabilized soils).…”
Section: Modified Compaction Testmentioning
confidence: 99%
“…For the fresh stabilized soils, a given concentration of Tung oil (0, 1, 5, 8, 10 and 15%) was firstly mixed with 1.0 kg of CDG. This concentration range was based on preliminary tests and other works (e.g., Lin et al, 2019;Tang et al, 2006) where 5~10% of Tung oil can induce extreme soil hydrophobicity. After that, water was immediately added to the mixed soils (10~28%) and compaction was conducted.…”
Section: Modified Compaction Testmentioning
confidence: 99%
See 1 more Smart Citation
“…The unconfined compressive strength tests [8] were conducted on soil samples obtained at defined depths as mentioned in Tables 3 and 4. The results are compared…”
Section: Unconfined Compressive Strengthmentioning
confidence: 99%