STATIC AND DYNAMIC BEHAVIOR OF A PLAYA SILT IN ONE-DIMENSIONAL COMPRESSION.

摘要: Abstract : One-dimensional static compression tests, dynamic and rapid limited radial strain unconsolidated-undrained triaxial tests were performed on specimens from the Frenchman Flat playa. The axial stressstrain properties stresses concomitant with conditions of zero are presented for a maximum stress 5,480 psi. stress-strain lateral strains varying 3,900 psi to 20,300 Stress-strain relationships shear strength parameters difference 380 (Author)