Experimental study on swelling pressure of low dry density compacted bentonites during saturation combining X-ray diffraction

Author:

Ruan Kunlin1ORCID,Komine Hideo2,Wang Hailong3ORCID,Ito Dachi1,Gotoh Takahiro4

Affiliation:

1. Department of Civil and Environmental Engineering, Waseda University, Tokyo, Japan

2. Faculty of Science and Engineering, Waseda University, Tokyo, Japan

3. Global Center for Science and Engineering, Waseda University, Tokyo, Japan

4. Materials Characterization Central Laboratory, Waseda University, Tokyo, Japan

Abstract

A multi-ring and a newly developed swelling pressure apparatus were adopted for measuring swelling pressure of three low dry density bentonites (sodium type: MX-80 and Kunigel-V1; calcium type: Kunibond). Subsequently, slices from the multi-ring were observed using X-ray diffraction to obtain basal spacings. Distance between particles was calculated from a basal spacing database. Relations between microstructural changes, including basal spacing and distance between particles, and swelling pressure are discussed. Results show that calcium-type bentonites have greater swelling pressure than sodium-type bentonites during saturation. When bentonites have the same cation type, lower montmorillonite content bentonite obtains smaller swelling pressures than the high montmorillonite content ones. Basal spacing increases drastically first and then maintains a stable value during saturation. All three bentonites gradually reach the 3  w state along with wetting (MX-80 and Kunigel-V1: 1–3  w; Kunibond: 2–3  w). The distance between particles increases with the saturation time. During saturation, swelling pressure generally rises with increasing basal spacing and increasing distance between particles. The mechanism for swelling pressure development is discussed.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

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