2018
DOI: 10.1007/978-3-030-01917-4_13
|View full text |Cite
|
Sign up to set email alerts
|

Stabilization of Soil Using Terrasil, Zycobond and Cement as Admixtures

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
6
0

Year Published

2020
2020
2024
2024

Publication Types

Select...
3
3

Relationship

0
6

Authors

Journals

citations
Cited by 7 publications
(6 citation statements)
references
References 2 publications
0
6
0
Order By: Relevance
“…Finally, polymer additives typically consist of synthetic copolymers suspended in an emulsion by surfactants. Polymer additives can be classified according to four major families (Jones and Surdahl 2014;Tan et al 2020): polyurethanes (Cong et al 2019;Sun et al 2020), acrylates (Barbieri et al 2019;Daniels and Hourani 2009;Kumar et al 2017;Padmavathi et al 2018), styrene butadienes (Baghini et al 2016(Baghini et al , 2018, and acetates (Bolander 1999;Collins et al 2014). Polymerbased additives have been used to stabilize both fine-graded and coarse-graded aggregates as well as erodible slopes.…”
Section: Methodsmentioning
confidence: 99%
“…Finally, polymer additives typically consist of synthetic copolymers suspended in an emulsion by surfactants. Polymer additives can be classified according to four major families (Jones and Surdahl 2014;Tan et al 2020): polyurethanes (Cong et al 2019;Sun et al 2020), acrylates (Barbieri et al 2019;Daniels and Hourani 2009;Kumar et al 2017;Padmavathi et al 2018), styrene butadienes (Baghini et al 2016(Baghini et al , 2018, and acetates (Bolander 1999;Collins et al 2014). Polymerbased additives have been used to stabilize both fine-graded and coarse-graded aggregates as well as erodible slopes.…”
Section: Methodsmentioning
confidence: 99%
“…To determine the subgrade's strength, the soil underwent the CBR test. Both the soaked and unsoaked soil mix proportion specimens were tested, and the laboratory test was carried out in conformance with IS: 2720 (Part 16) -1987 witha load of 1.25mm per minute [16].…”
Section: California Bearing Ratio(cbr)mentioning
confidence: 99%
“…The values depict the variation of maximum Optimum moisture content and dry density with the percentage of Terrasil and coir fiber as shown in Figure 1 and tabulated in Table 4.It can be seen that an increase in the coir fiber percentage of 0.5% to 1.5%, increases the MDD value from 1.48 g/cc to 1.72g/cc, and we can see that further increase in the coir fiber from 1.5% to 2% the MDD value is decreased from 1.72g/cc to 1.682g/cc because the replacement of soil with two lightweight materialswill change the densities of the soil proportion and also reduced the water proportion [12].so the OMC of the soil is changed from 18.75% to 16.9%. The subgrade's California bearing ratio (CBR) is an important strength characteristic for predicting the thickness of the pavement's subgrade [16]. According to IS: 2720 (Part 16) -1987 the CBR values for clay subgrades are low [12].…”
Section: Standard Proctor Testmentioning
confidence: 99%
See 2 more Smart Citations