Yüklüyor…
Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls
This book is a collection of papers presented at the International Workshop on Geotechnical Natural Hazards held July 12-15, 2014, in Kitakyushu, Japan. The workshop was the sixth in the series of Japan-Taiwan Joint Workshops on Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls, held u...
| Müşterek Yazar: | |
|---|---|
| Diğer Yazarlar: | , , |
| Materyal Türü: | e-Kitap |
| Dil: | İngilizce |
| Baskı/Yayın Bilgisi: |
Tokyo :
Springer Japan : Imprint: Springer,
2017.
|
| Edisyon: | 1st ed. 2017. |
| Konular: | |
| Online Erişim: | Full-text access OPAC'ta görüntüle |
İçindekiler:
- Initial Trigger for Slope Failures in Volcanic Ash Layer of Hillside Surface in Izu-Oshima Island in Japan due to a Typhoon Rainfall in 2013
- A Case Study on Silty Sand Liquefaction
- Bearing Capacity of Breakwater Mound under Tsunami-induced Seepage Flow
- Verification of improvement effectiveness by compaction methods during the 2011 off the Pacific Coast of Tohoku Earthquake
- Development of rational soil liquefaction countermeasure consisting of lattice-shaped soil improvement by jet grouting for existing housing estates
- Uplift Mechanism of Rectangular Tunnel in Liquefied Soils
- Seismic Response of Geosynthetic Reinforced Earth Embankment on Different Soil Foundation
- Development of a new in-place cement-mixing method by high pressure injection
- Use of Swedish weight sounding tests for detecting liquefiable backfills reclaimed in iron sand mining pits in Asahi city of Chiba in Japan
- GIS-based study on liquefaction-induced soil subsidence in the Urayasu area due to the 2011 off the Pacific Coast of Tohoku Earthquake
- Effects of non-plastic fines on undrained cyclic behavior of loose sand
- An investigation on the liquefaction-induced sloped ground failure during the 1964 Niigata Earthquake
- Laboratory Experiments on Seepage in Liquefied Sand
- Effects of Cyclic Triaxial Loading Rates on Liquefaction Behavior of Fine-Grained Soils
- Effect of Gravel Content on Saturated Hydraulic Conductivity in Sand
- Effects of overconsolidation, cement stabilisation and unsaturation on the liquefaction resistance of Urayasu sand
- Loessial Landslides Induced by the Minxian-Zhangxian Ms6.6 Earthquake of China in 2013
- Numerical Simulation of Run-out Behavior of Earthquake-induced Landslides
- The geometric characteristics and initiation mechanisms of the earthquake-triggered Daguangbao landslide
- Centrifuge Modeling of Relationships between Earthquake Intensities and scales of post-quake Triggering Rainfall and Landslide
- Time-prediction method of the onset of a rainfall-induced landslide based on the monitoring of surface displacement and groundwater level in the slope
- Typhoon Rainfall Induces Slope Creep, Groundwater Variation, and Slope movement
- Topographic Characteristic of the Rainfall Inducing landslide in Slate Stratum-Case of Ai-Liao Catchment, South Taiwan
- Site Investigation and In Situ Testing on Shallow Landslide Scars of Natural Slopes Covered by Volcanic Ash and Pumice Fall
- Overhaul the Anchored Slopes in Taiwan
- A study by field measurement and numerical simulation about rainfall seepage mechanism in case of torrential rainfall
- Numerical simulation for the earthquake-induced deformation of a residential-land slope reinforced with landslide prevention piles
- Centrifuge model test on slope reinforcement by Rock bolt with Facing Plate
- Numerical Simulation of Post-entrainment Debris Flow at Alluvial Fan Using FLO-2D Model
- Photomicrograph Investigation of Rock Thin Sections taken from Landslides Scree by the Eastern Honshu Earthquake, 2008
- An Extension to Weiler-Atherton Clipping Algorithm for the Face-to-face Contact in Three-dimensional Discrete Element Method
- Application of Three-dimensional Discontinuous Deformation Analysis to Simulate Characteristics of Planar Translational Slope Failure
- Hazard mapping for earthquake induced geo-disaster chain
- Monitoring Techniques for Sediment Disaster in Mountant Area
- Seismic Performance of Piles from EQWEAP and Monte Carlo Simulation Analyses
- The overflow model experiment using the waterway for examining the countermeasure effect against the Tsunami-induced tide embankment scouring
- Analysis of a coastal structure damaged due to compound effect of earthquake and tsunami
- An Example of the Restoration Method of Levees Damaged by the Great East Japan Earthquake
- Remediation of a Failed Slope Located at Fault Fracture Zone
- Case Study of Using the Low-Pressure Grouting Method to Uplift a Tilted Building
- A Study on the Bio-treatment Technique of Ground Improvement with Urease Micro-organisms which Live in Japan
- Behavior of Breakwater Foundation Reinforced with Steel Sheet Piles under Seismic Loading
- Shaking table model tests on mitigation of liquefaction-induced distortion of shallow foundation
- Study on the effect of union basement on decreasing destruction during liquefaction
- Analysis of the lateral force on stabilizing piles in c-φ soil
- Application of Close-Range Photogrammetry for Post-Failure Reconnaissance of a Retaining Wall
- Seismic response of a newly-developed geocell reinforced soil retaining wall backfilled with gravel by shaking table model test
- Ultimate Lateral Resistance of Piles in Soils based on Active Pile Length
- Effect of backfill reinforcement on retaining wall under dynamic loading
- Numerical study on the seismic response of waterfront retaining wall reinforced with cushion
- Factors Controlling the Behavior of Piled Foundations due to Cyclic Lateral Loading
- Centrifugal model loading tests on reinforced soil retaining wall with ground water permeation
- Horizontal pressure on a non-yielding wall due to flexible and rigid strip loading
- Matric Suction and Shear Modulus of Unsaturated Compacted Lateritic Soil Subjected to Drying and Wetting
- A constant-head well permeameter measurement of saturated hydraulic conductivity in the vadose zone and the capabilities of carbon dioxide injection
- Remediation of Volcanic Ash Soil in Related to Soil Erodibility against the Heavy Rainfall
- Structural Patterns Effects on the Tensile Properties of Hexagonal Wire Meshes (12 cm x 15 cm). .