Post-compression shrinkage curve

Wijaya, Martin; Satyanagara, Alfrendo

dc.contributor.author	Wijaya, Martin
dc.contributor.author	Satyanagara, Alfrendo
dc.date.accessioned	2022-11-23T00:13:50Z
dc.date.available	2022-11-23T00:13:50Z
dc.date.issued	2020
dc.identifier.other	maklhsc684
dc.identifier.uri	http://hdl.handle.net/123456789/13804
dc.description	Makalah dipresentasikan pada 24th Annual National Conference on Geotechnical Engineering "Geotechnical & Construction Challenges During Global Pandemic". Himpunan Ahli Teknik Tanah Indonesia. Jakarta, 10-12 November 2020. p. 133-136.	en_US
dc.description.abstract	Shrinkage curve is commonly used to determine shrinkage limit. It is a very powerful tool in converting soil-water characteristic curve (SWCC) based on gravimetric water content to SWCC based on degree of saturation. However, the effect of initial state of the soil on SWCC is commonly ignored. As such, a single shrinkage curve is commonly used to determine the SWCC based on degree of saturation regardless of its initial condition. In this paper, a study is carried to compare the pre-compression shrinkage curve and post-compression shrinkage curve. The effect of compression on shrinkage curve will then be investigated.	en_US
dc.language.iso	en	en_US
dc.publisher	Himpunan Ahli Teknik Tanah Indonesia	en_US
dc.subject	UNSATURATED SOIL	en_US
dc.subject	SHRINKAGE CURVE	en_US
dc.subject	COMPRESSION SHRINKAGE CURVE	en_US
dc.subject	DOUBLE OEDOMETER TEST	en_US
dc.subject	COMPRESSION TEST	en_US
dc.title	Post-compression shrinkage curve	en_US
dc.type	Conference Papers	en_US