Author: Gretchen A. RauPublisher:
ISBN:
Category : Clay soils
Languages : en
Pages : 70
Book Description
Evaluation of Potential for Strength Degradation Leading to Large Deformations Or Failures in Seismic Loading of Holocene Bay Mud, San Francisco Bay Area
Author: Gretchen A. RauPublisher:
ISBN:
Category : Clay soils
Languages : en
Pages : 70
Book Description
Evaluation of Strength Degradation in Seismic Loading of Holocene Bay Mud from Marin County, California
Author: Gretchen Anne RauPublisher:
ISBN:
Category : Shear strength of soils
Languages : en
Pages : 408
Book Description
Effects of a Seismic Loading on Undrained Creep of Fine-grained Sediment from San Francisco Bay, California
Author: Thomas L. HolzerThe Loma Prieta, California, Earthquake of October 17, 1989
Author: Malcolm J. S. JohnstonPublisher:
ISBN:
Category : Earthquakes
Languages : en
Pages : 85
Book Description
Monitoring the Spatially and Temporally Complex Active Deformation Field in the Southern Bay Area
Author: Roland BürgmannPublisher:
ISBN:
Category : Earthquake hazard analysis
Languages : en
Pages : 40
Book Description
The Real Dirt on Liquefaction
Author: Jeanne B. PerkinsPublisher:
ISBN:
Category : Earthquake hazard analysis
Languages : en
Pages : 34
Book Description
Final Technical Report, Monitoring the Spatially and Temporally Complex Active Deformation Field in the Southern Bay Area
Author: Roland BürgmannPublisher:
ISBN:
Category : Calaveras Fault (Calif.)
Languages : en
Pages : 74
Book Description
Holocene Behavior of the Hayward-Calaveras Fault System, San Francisco Bay Area, California
Author: William R. CottonPublisher:
ISBN:
Category : Faults (Geology)
Languages : en
Pages : 30
Book Description
Effects of Void Redistribution on Liquefaction-induced Ground Deformations in Earthquakes
Author: Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Liquefaction-induced ground failure continues to be a major component of earthquake-related damages in many parts of the world. Experience from past earthquakes indicates lateral spreads and flow slides have been widespread in saturated granular soils in coastal and river areas. Movements may exceed several meters even in very gentle slopes. More interestingly, failures have occurred not only during, but also after earthquake shaking. The mechanism involved in large lateral displacements is still poorly understood. Sand deposits often comprise of low permeability sub-layers e.g., silt seams. Such layers form a hydraulic barrier to upward flow of water associated with earthquake-induced pore pressures. This impedance of flow path results in an increase of soil skeleton volume (or void ratio) beneath the barrier. The void redistribution mechanism as the focus of this study explains why residual strengths from failed case histories are generally much lower than that of laboratory data based on undrained condition. A numerical stress-flow coupled procedure based on an effective stress approach has been utilized to investigate void redistribution effects on the seismic behavior of gentle sandy slopes. This study showed that an expansion zone develops at the base of barrier layers in stratified deposits subjected to cyclic loading that can greatly reduce shear strength and results in large deformations. This mechanism can lead to a steady state condition within a thin zone beneath the barrier causing flow slide when a threshold expansion occurs in that zone. It was found that contraction and expansion, respectively at lower parts and upper parts of a liquefiable slope with a barrier layer is a characteristic feature of seismic behavior of such deposits. A key factor is the pattern of deformations localized at the barrier base, and magnitude that takes place with some delay. In this thesis, a framework for understanding the mechanism of large deformations, and a practical.
Author: