Effectiveness of pre-wetting and pre-loading technique in solving wetting collapse settlement

M. J. Md. Noor, I. B. Mohamed Jais, Mohamed Ahmed Hafez Ahmed

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Wetting collapse is settlement triggered by groundwater inundation or surface water infiltration. This type of settlement has been causing problem to builders and home owners. This soil settlement behavior is abnormal when viewed from the standpoint of effective stress since it is taking place under effective stress decrease. By effective stress concept, settlement is always being associated with effective stress increase. Another newly discovered complex soil volume change behavior will be presented. This makes the understanding of soil volume change behavior become worse. When the behavior is failed to be understood then there is a lack of engineering solution to resolve the problem. By the introduction of the new anisotropic soil settlement framework known as the Rotational Multiple Yield Surface Framework which applies the concept of effective stress and shear strength interaction the true characteristics of the soil settlement behavior start to surface. Upon understanding the behavior a method of pre-wetting and pre-loading is proposed and tested in the laboratory and the result will be presented. The method would be a very promising design procedure which needs to be implemented during the construction stage.

Original languageEnglish
Title of host publicationUnsaturated Soils
Subtitle of host publicationTheoretical and Numerical Advances in Unsaturated Soil Mechanics - Proceedings of the 4th Asia Pacific Conference on Unsaturated Soils
Pages365-370
Number of pages6
Publication statusPublished - 2010
Event4th Asia Pacific Conference on Unsaturated Soils - Newcastle, NSW, Australia
Duration: 23 Nov 200925 Nov 2009

Other

Other4th Asia Pacific Conference on Unsaturated Soils
CountryAustralia
CityNewcastle, NSW
Period23/11/0925/11/09

Fingerprint

wetting
effective stress
behavior change
soil
volume change
homeowners
methodology
shear strength
homeowner
infiltration (hydrology)
surface water
engineering
groundwater
infiltration
method

All Science Journal Classification (ASJC) codes

  • Soil Science

Cite this

Md. Noor, M. J., Mohamed Jais, I. B., & Hafez Ahmed, M. A. (2010). Effectiveness of pre-wetting and pre-loading technique in solving wetting collapse settlement. In Unsaturated Soils: Theoretical and Numerical Advances in Unsaturated Soil Mechanics - Proceedings of the 4th Asia Pacific Conference on Unsaturated Soils (pp. 365-370)
Md. Noor, M. J. ; Mohamed Jais, I. B. ; Hafez Ahmed, Mohamed Ahmed. / Effectiveness of pre-wetting and pre-loading technique in solving wetting collapse settlement. Unsaturated Soils: Theoretical and Numerical Advances in Unsaturated Soil Mechanics - Proceedings of the 4th Asia Pacific Conference on Unsaturated Soils. 2010. pp. 365-370
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Md. Noor, MJ, Mohamed Jais, IB & Hafez Ahmed, MA 2010, Effectiveness of pre-wetting and pre-loading technique in solving wetting collapse settlement. in Unsaturated Soils: Theoretical and Numerical Advances in Unsaturated Soil Mechanics - Proceedings of the 4th Asia Pacific Conference on Unsaturated Soils. pp. 365-370, 4th Asia Pacific Conference on Unsaturated Soils, Newcastle, NSW, Australia, 23/11/09.

Effectiveness of pre-wetting and pre-loading technique in solving wetting collapse settlement. / Md. Noor, M. J.; Mohamed Jais, I. B.; Hafez Ahmed, Mohamed Ahmed.

Unsaturated Soils: Theoretical and Numerical Advances in Unsaturated Soil Mechanics - Proceedings of the 4th Asia Pacific Conference on Unsaturated Soils. 2010. p. 365-370.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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Md. Noor MJ, Mohamed Jais IB, Hafez Ahmed MA. Effectiveness of pre-wetting and pre-loading technique in solving wetting collapse settlement. In Unsaturated Soils: Theoretical and Numerical Advances in Unsaturated Soil Mechanics - Proceedings of the 4th Asia Pacific Conference on Unsaturated Soils. 2010. p. 365-370