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contributor authorL. M. Zhang
contributor authorX. Li
date accessioned2017-05-08T21:46:51Z
date available2017-05-08T21:46:51Z
date copyrightOctober 2010
date issued2010
identifier other%28asce%29gt%2E1943-5606%2E0000363.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62125
description abstractTo date the microporosity structures of coarse soils with various coarse/fines contents are still not fully understood. In this study, the pore-size distributions (PSDs) of five types of soil varying from gravel to clay were characterized using mercury intrusion porosimetry. The soil with a coarse content below 70% (i.e., fines content above 30%) is found to have a fines-controlled microstructure, which is sensitive to water content changes. Such soil forms a dual-porosity structure due to compaction, in which both intraaggregate pores and interaggregate pores are dominant. After saturation, the dual-porosity structure evolves into a unimodal porosity structure dominated by the intraaggregate pores. During drying, such soil exhibits a significant reduction of total volume. The soil with a coarse content above 70% instead has a coarse-controlled microstructure, which is stable upon water content changes. Such soil maintains dual-porosity structures no matter if the soil is compacted, saturated, or dried. As an example of application, the measured PSDs are used to predict the soil water characteristic curves (SWCCs) for the test soils and the predictions are consistent with the SWCCs measured in the laboratory.
publisherAmerican Society of Civil Engineers
titleMicroporosity Structure of Coarse Granular Soils
typeJournal Paper
journal volume136
journal issue10
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000348
treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 010
contenttypeFulltext


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