Results 141 to 150 of about 3,825 (220)

Effects of confining pressure and loading direction on the mechanical behavior of schist with high content and aggregation degree of mica. [PDF]

PLoS One
Liu Q, Xiang J, Yin X, Song K.
europepmc   +1 more source

Comparison of Shear Strength Characteristics of Unsaturated Soil From Triaxial Compression Tests with Direct Shear Tests

Journal of the Korean Geosynthetic Society, 2016
Hui-Seok Hwang, Young-Nam Choi, Byung-Soo Park, Nam-Jae Yoo   +3 more
openaire   +2 more sources

Triaxial test investigation of the reinforcement effect of Acacia dealbata roots on mountain red soil. [PDF]

Sci Rep
Dai X, Xu Z, Ye H, Zeng Y.
europepmc   +1 more source

Triaxial shear strength testing facility for the western Atlantic

, 1985
K Moran, H Christian
openaire   +1 more source

Research on the structural parameters of loess based on shear strength. [PDF]

Sci Rep
Wu XJ, Dang FN, Wang JQ, Wei L, Li JY.
europepmc   +1 more source

Mechanical mechanism of noise reduction performance of rubber granular asphalt mixture under freeze-thaw cycles. [PDF]

Sci Rep
Li D, Gao M, Fan X.
europepmc   +1 more source

Implicit sub-stepping scheme for critical state soil models. [PDF]

Eng Comput
Bui HG, Niníc J, Meschke G.
europepmc   +1 more source

Dilatant Failure States for Drained Triaxial Compression of Some Geomaterials. [PDF]

Materials (Basel)
Szypcio Z, Dołżyk-Szypcio K, Gabryś K, Sas W.   +3 more
europepmc   +1 more source

Centrifuge model study on consolidation characteristics of sand-based fill soil subjected to pulse-induced water bag + vacuum preloading. [PDF]

Sci Rep
Chen Q, Xu X, Wang G, Zhou W, Feng Y.
europepmc   +1 more source