Publications
Filter Total Items: 897
Assessing deep-seated landslide susceptibility using 3-D groundwater and slope-stability analyses, southwestern Seattle, Washington Assessing deep-seated landslide susceptibility using 3-D groundwater and slope-stability analyses, southwestern Seattle, Washington
In Seattle, Washington, deep-seated landslides on bluffs along Puget Sound have historically caused extensive damage to land and structures. These large failures are controlled by three-dimensional (3-D) variations in strength and pore-water pressures. We assess the slope stability of part of southwestern Seattle using a 3-D limit-equilibrium analysis coupled with a 3-D groundwater flow...
Authors
Dianne Brien, Mark Reid
Shallow landslide hazard map of Seattle, Washington Shallow landslide hazard map of Seattle, Washington
Landslides, particularly debris flows, have long been a significant cause of damage and destruction to people and property in the Puget Sound region. Following the years of 1996 and 1997, the Federal Emergency Management Agency designated Seattle as a “Project Impact” city with the goal of encouraging the city to become more disaster resistant to landslides and other natural hazards. A...
Authors
Edwin Harp, John Michael, William Laprade
Guidelines for landslide susceptibility, hazard and risk zoning for land-use planning Guidelines for landslide susceptibility, hazard and risk zoning for land-use planning
[No abstract available]
Authors
R. Fell, J. Corominas, C. Bonnard, L. Cascini, E. Leroi, W. Savage
Rapid Assessment of earthquake-induced landsliding Rapid Assessment of earthquake-induced landsliding
The Pacific Northwest in the United States including Seattle, Washington, experienced unusually heavy rainfall in the winters of 1995/1996 and 1996/1997, which caused numerous landslides. Following these two winters, the City of Seattle resolved to reduce future landslide losses within its jurisdiction. By coincidence, in 1997 the U.S. Geological Survey (USGS) began a five-year project...
Authors
J. W. Godt, B. Sener, K.L. Verdin, D.J. Wald, P.S. Earle, E. Harp, R.W. Jibson
Modeling landslide recurrence in Seattle, Washington, USA Modeling landslide recurrence in Seattle, Washington, USA
To manage the hazard associated with shallow landslides, decision makers need an understanding of where and when landslides may occur. A variety of approaches have been used to estimate the hazard from shallow, rainfall-triggered landslides, such as empirical rainfall threshold methods or probabilistic methods based on historical records. The wide availability of Geographic Information...
Authors
Diana Salciarini, Jonathan Godt, William Savage, Rex Baum, Pietro Conversini
Landslides and engineering geology of the Seattle, Washington, area Landslides and engineering geology of the Seattle, Washington, area
This volume brings together case studies and summary papers describing the application of state-of-the-art engineering geologic methods to landslide hazard analysis for the Seattle, Washington, area. An introductory chapter provides a thorough description of the Quaternary and bedrock geology of Seattle. Nine additional chapters review the history of landslide mapping in Seattle, present...
Authors
Rex Baum, Jonathan Godt, Lynn Highland
Landslide hazard mitigation in North America Landslide hazard mitigation in North America
Active landslides throughout the states and territories of the United States result in extensive property loss and 25-50 deaths per year. The U.S. Geological Survey (USGS) has a long history of detailed examination of landslides since the work of Howe (1909) in the San Juan Mountains of Colorado. In the last four decades, landslide inventory maps and landslide hazard maps have depicted...
Authors
G. Wieczorek, P.P. Leahy
Preface Preface
The idea for Landslides and Engineering Geology of the Seattle, Washington, Areagrew out of a major landslide disaster that occurred in the Puget Sound region at the beginning of 1997. Unusually heavy snowfall in late December 1996 followed by warm, intense rainfall on 31 December through 2 January 1997 produced hundreds of damaging landslides in communities surrounding Puget Sound. This...
Authors
Rex Baum, Jonathan Godt, Lynn Highland
The role of shear and tensile failure in dynamically triggered landslides The role of shear and tensile failure in dynamically triggered landslides
Dynamic stresses generated by earthquakes can trigger landslides. Current methods of landslide analysis such as pseudo-static analysis and Newmark's method focus on the effects of earthquake accelerations on the landslide mass to characterize dynamic landslide behaviour. One limitation of these methods is their use Mohr-Coulomb failure criteria, which only accounts for shear failure, but...
Authors
T.L. Gipprich, R.K. Snieder, R.W. Jibson, W. Kimman
Transient deterministic shallow landslide modeling: Requirements for susceptibility and hazard assessments in a GIS framework Transient deterministic shallow landslide modeling: Requirements for susceptibility and hazard assessments in a GIS framework
Application of transient deterministic shallow landslide models over broad regions for hazard and susceptibility assessments requires information on rainfall, topography and the distribution and properties of hillside materials. We survey techniques for generating the spatial and temporal input data for such models and present an example using a transient deterministic model that...
Authors
J. W. Godt, R.L. Baum, W. Savage, D. Salciarini, W.H. Schulz, E. Harp
Guidelines for landslide susceptibility, hazard and risk zoning for land use planning Guidelines for landslide susceptibility, hazard and risk zoning for land use planning
[No abstract available]
Authors
R. Fell, J. Corominas, C. Bonnard, L. Cascini, E. Leroi, W. Savage
Debris-flow runout predictions based on the average channel slope (ACS) Debris-flow runout predictions based on the average channel slope (ACS)
Prediction of the runout distance of a debris flow is an important element in the delineation of potentially hazardous areas on alluvial fans and for the siting of mitigation structures. Existing runout estimation methods rely on input parameters that are often difficult to estimate, including volume, velocity, and frictional factors. In order to provide a simple method for preliminary...
Authors
A.B. Prochaska, P.M. Santi, J.D. Higgins, S.H. Cannon