The laboratory dynamic compaction test was used to study the effects of dyn
amic impact loads on the shear strength characteristics of loess. Loess spe
cimens were compacted by different numbers of blows and their shear strengt
hs measured. The experimental results revealed that the shear strength vari
es in stages with the number of blows. During the initial stage, the shear
strength increases with the number of blows. It reaches a peak value acid t
hen decreases with the number of blows. To reveal the relationship between
this alternation in shear strength and microstructural variation, quantitat
ive microstructural analyses were performed on some tested specimens at dif
ferent stages of strength evolution. This microstructural study demonstrate
d that the variation of shear strength is directly related to the alteratio
n of microstructure. It is concluded that the shear strength of loess is ba
sically controlled by its microstructural stale. Growing particle size hete
rogeneity, varying particle orientations and increasing microstructural dam
age are the main causes of the alternation of shear strength. (C) 2001 Else
vier Science B.V. All rights reserved.