Collapsibility, composition, and microstructure of loess in China

Author:

Liu Zhen1,Liu Fengyin2,Ma Fuli3,Wang Mei3,Bai Xiaohong3,Zheng Yonglai4,Yin Hang1,Zhang Guoping5

Affiliation:

1. Department of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, LA 70803, USA.

2. School of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an, Shaanxi, 710048, China.

3. College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan, Shanxi, 030024, China.

4. Department of Hydraulic Engineering, Tongji University, Shanghai, 200092, China.

5. Department of Civil and Environmental Engineering, University of Massachusetts Amherst, Amherst, MA 01003, USA.

Abstract

The collapse potential, mineralogy, microstructure, and particle morphology of a loess from the Loess Plateau, China, were characterized by double oedometer testing, X-ray diffraction, scanning electron microscopy with energy-dispersive X-ray spectroscopy, and image analysis to elucidate the origin of its collapse behavior. Results show that the loess is highly collapsible with a maximum collapse index of 6.7% at a vertical stress of ∼200 kPa. The deposit contains both nonclay (i.e., quartz, albite, muscovite, and calcite) and clay (i.e., two chlorites) minerals. Microstructural, chemical, and image analyses indicate that interparticle calcite and clay cementation and silt particle morphology render the intact soil a metastable structure. Wetting-induced collapse is attributed to both primary and secondary microstructure features. The former is the abundance of weakly cemented, unsaturated, porous pure clay and clay–silt mixture aggregates whose slaking upon wetting initiates the overall structural collapse, while the latter consists of high porosity, unstable particle contacts, and clay coating on silt particles that act synergistically to augment the collapse. A conceptual microstructural model of a four-tiered hierarchy (i.e., primary clay and silt particles, clay aggregates and clay-coated silt particles, clay–silt mixture aggregates, and cemented aggregate matrix) is proposed to represent its structural characteristics and to account for its high collapsibility.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference52 articles.

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3. ASTM. 2009. Annual book of ASTM standards. ASTM International, West Conshohocken, Pa.

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