Influence of structure on the behavior of a saturated clayey loess

Structural characterization of natural loess and remolded loess under triaxial tests

(2014) Mingjing Jiang et al.   ENGINEERING GEOLOGY

Laboratory study on soil behavior in loess slope subjected to infiltration

(2014) Y.F. Zhou et al.   ENGINEERING GEOLOGY

The post-yield behaviour of four Eocene-to-Jurassic UK stiff clays

(2014) R. HOSSEINI KAMAL et al.   GEOTECHNIQUE

Influence of structure on shear characteristics of the unsaturated loess in Lanzhou, China

(2013) Bao-Ping Wen et al.   ENGINEERING GEOLOGY

On the compression behaviour of reconstituted soils

(2013) B. Shipton et al.   SOILS AND FOUNDATIONS

Summary of collapsible behaviour of artificially structured loess in oedometer and triaxial wetting tests

(2012) Mingjing Jiang et al.   CANADIAN GEOTECHNICAL JOURNAL

Landslides in the Transitional Slopes between a Loess Platform and River Terrace, Northwest China

(2011) L. XU et al.   ENVIRONMENTAL & ENGINEERING GEOSCIENCE

The mechanics of subglacial sediment: an example of new “transitional” behaviour

(2010) Fatin Altuhafi et al.   CANADIAN GEOTECHNICAL JOURNAL

Quantification of the effects of structure on the compression of a stiff clay

(2008) A. Gasparre et al.   CANADIAN GEOTECHNICAL JOURNAL