Author: John Paul Mulilis
Publisher:
ISBN:
Category : Buildings
Languages : en
Pages : 302
Book Description
The Effects of Method of Sample Preparation on the Cyclic Stress-strain Behavior of Sands
Author: John Paul Mulilis
Publisher:
ISBN:
Category : Buildings
Languages : en
Pages : 302
Book Description
Publisher:
ISBN:
Category : Buildings
Languages : en
Pages : 302
Book Description
The Effects of Method of Sample Preparation on the Stress-strain Behavior of Sands in Undrained Stress-controlled Triaxial Tests
Author: Michael G. Donnelly
Publisher:
ISBN:
Category : Sand
Languages : en
Pages : 268
Book Description
Publisher:
ISBN:
Category : Sand
Languages : en
Pages : 268
Book Description
The Effects of Cyclic Triaxial Testing Techniques on the Liquefaction Behavior of Monterey No. 0 Sand
Author: John Paul Mulilis
Publisher:
ISBN:
Category : Sandy soils
Languages : en
Pages : 48
Book Description
Publisher:
ISBN:
Category : Sandy soils
Languages : en
Pages : 48
Book Description
Influence of Method of Specimen Preparation on Stress-strain Behavior of Sands
Undisturbed Sampling and Cyclic Load Testing of Sands
Author: Sukhmander Singh
Publisher:
ISBN:
Category : Sand
Languages : en
Pages : 286
Book Description
Contents: Undisturbed Sampling of Sands; The Sampling Disturbance in Sands: Its Evaluation and Influence on Strength Properties; Experimental Investigation of the Effect of Tube-Sampling on Cyclic Strength Characteristics of Sands; Experimental Investigation of the Effect of Block Sampling on the Cyclic Strength Characteristics of Sands; Undisturbed Sampling of Sands by Freezing and Coring; Influence of the Disturbances caused by Sample Transportation and Sample Handling in the Laboratory on Cyclic Strength Characteristics of Sands; and Conclusions.
Publisher:
ISBN:
Category : Sand
Languages : en
Pages : 286
Book Description
Contents: Undisturbed Sampling of Sands; The Sampling Disturbance in Sands: Its Evaluation and Influence on Strength Properties; Experimental Investigation of the Effect of Tube-Sampling on Cyclic Strength Characteristics of Sands; Experimental Investigation of the Effect of Block Sampling on the Cyclic Strength Characteristics of Sands; Undisturbed Sampling of Sands by Freezing and Coring; Influence of the Disturbances caused by Sample Transportation and Sample Handling in the Laboratory on Cyclic Strength Characteristics of Sands; and Conclusions.
Effect of Specimen Preparation Method on the Stress-Strain Behavior of Sand in Plane-Strain Compression Tests
Author: D. Wanatowski
Publisher:
ISBN:
Category : Moist tamping
Languages : en
Pages : 13
Book Description
Experimental results are presented in this paper to study the effect of specimen preparation method on the stress-strain behavior of sand in plane-strain compression tests. The data obtained from K0 consolidation, drained, undrained and strain path tests conducted on medium loose specimens prepared by the moist-tamping (MT) and the water sedimentation (WS) methods are compared. The test data show that the plane-strain compression behavior of medium loose sand under K0, drained and strain-path controlled (including undrained) conditions is affected by the specimen preparation method. Under K0 conditions, the K0 values obtained from the MT specimens are generally lower than those obtained from the WS specimens. Under drained conditions, more contractive behavior was observed for the MT sand. However, the failure stress ratio (or the failure friction angle) was not affected by the specimen preparation method. The data presented in this paper also illustrate that the compression behavior of medium loose sand in strain-path testing can be affected by the specimen preparation method. However, the differences in the stress-strain behavior will also depend on the strain increment ratio (d?v/d?1) imposed on the specimens. In general, different behaviors of the moist-tamped and water-deposited specimens reflect the influence of soil fabrics on the stress-strain behavior of sand.
Publisher:
ISBN:
Category : Moist tamping
Languages : en
Pages : 13
Book Description
Experimental results are presented in this paper to study the effect of specimen preparation method on the stress-strain behavior of sand in plane-strain compression tests. The data obtained from K0 consolidation, drained, undrained and strain path tests conducted on medium loose specimens prepared by the moist-tamping (MT) and the water sedimentation (WS) methods are compared. The test data show that the plane-strain compression behavior of medium loose sand under K0, drained and strain-path controlled (including undrained) conditions is affected by the specimen preparation method. Under K0 conditions, the K0 values obtained from the MT specimens are generally lower than those obtained from the WS specimens. Under drained conditions, more contractive behavior was observed for the MT sand. However, the failure stress ratio (or the failure friction angle) was not affected by the specimen preparation method. The data presented in this paper also illustrate that the compression behavior of medium loose sand in strain-path testing can be affected by the specimen preparation method. However, the differences in the stress-strain behavior will also depend on the strain increment ratio (d?v/d?1) imposed on the specimens. In general, different behaviors of the moist-tamped and water-deposited specimens reflect the influence of soil fabrics on the stress-strain behavior of sand.
Effect of Frictionless Caps and Bases in the Cyclic Triaxial Test
Author: Frank John Vernese
Publisher:
ISBN:
Category : Shear strength of soils
Languages : en
Pages : 128
Book Description
Publisher:
ISBN:
Category : Shear strength of soils
Languages : en
Pages : 128
Book Description
The Influences of Sand Fabric on Liquefaction Behavior
Author: James Kenneth Mitchell
Publisher:
ISBN:
Category : Sand
Languages : en
Pages : 88
Book Description
Publisher:
ISBN:
Category : Sand
Languages : en
Pages : 88
Book Description