搜索结果: 1-11 共查到“凹凸棒石 Earthquake”相关记录11条 . 查询时间(0.159 秒)
Shear Plane Found in the Interior of Soil/Rock near a Tunnel Damaged in 2004 Niigata-Ken Chuetsu Earthquake
Boreholes Wells Landslide Niigata-ken Chuetsu Earthquake Tunnel
2011/12/20
Landslides triggered by earthquakes are one of the most damaging natural disasters. Recently, cutting-edge technologies such as Light Detection and Ranging (LiDAR), Interferometric Synthetic Aperture ...
Study on Earthquake Damage Characteristic on Mountain Tunnel and Analysis
Active Fault Earthquake Damage Mountain Tunnel Seismic Design
2011/12/15
This paper collects earthquake damage data and research on tunnel in recent years(Wenchuan earthquake,Ms 8.0;Yushu earthquake, Ms 7.1, Chi-Chi Earthquake,Ms 7.6 and so on). Damage patterns and charact...
Investigation and Analysis on Seismic Damages of Mountain Tunnels Subjected to Wenchuan Earthquake
Corresponding Measures Mountain Tunnels Seismic Hazards Wenchuan Earthquake
2011/12/16
Wenchuan earthquake of May 12 struck China with amazement in 2008, which inflicted the devastating destruction to the public transport infrastructures in Sichuan province. Generally speaking, undergro...
Travel Distance Prediction of Landslides Triggered by the M8.0 Wenchuan Earthquake
Empirical-Statistic Model Landslide Runout Distance Slope Volume Wenchuan Earthquake
2011/12/21
Volume and slope are two important factors affecting the runout distance of landslides. Field investigation on 46 landslides triggered by the Wenchuan earthquake show that there are positive linear co...
Behaviour of Slope Protecting and Retaining Structures during Wenchuan Earthquake on May 12 2008
Behaviour Design Protecting and Retaining Structures Slope Wenchuan Earthquake
2011/12/20
At 14:28, May 12th 2008, a strong earthquake measured Ms8.0 hits Longmenshan mountain area, west Sichuan province, China. The quake is induced by the thrust of Longmenshan central fault, results in ar...
Mechanical Analysis on Secondary Lining Damaged by Local Load under Earthquake
Local Load Mountain Tunnel Secondary Lining Seismic Damage Mechanism Wenchuan Earthquake
2011/12/16
Secondary lining of Longxi mountain tunnel damaged seriously during Wenchuan earthquake. To interpret the seismic failure reasons about secondary lining, the analysis adopts mechanical calculation and...
Consideration of Improving Earthquake Resistant Capacity of Earth Buildings
Construction Specialty Earthquake Disaster Prevention and Reduction Ecological Property Rammed earth wall
2011/12/21
Earth building is one kind of residential buildings with typical characteristics of materials used locally, natural existence, reasonable construction and low cost in Hanzhong country, and it includes...
Geological Disasters Induced by Wenchuan Earthquake and Site Selection for Post-Earthquake Reconstruction
Engineering Construction Secondary Geo-Hazards Site Selection Wenchuan Earthquake
2011/12/20
Based on the field investigation for secondary geological hazards induced by 5.12 Wenchuan Earthquake, the types of geological disasters during or after earthquake are analyzed in this paper. The main...
Damage Assessment of Historic Earthen Sites after the 2007 Earthquake in Peru
Damage Assessment Earthen Architecture Earthquake Seismic Damage
2011/12/21
The Pisco earthquake of August 15, 2007 resulted in 519 deaths and 1366 injured, with a total of 650,000 people affected and 80,000 dwellings damaged. Preliminary reports indicated that significant ea...
Research on Earthquake Resistant Materials in Mountain Tunnels Crossing Fault
Fault Lining Seismic Decrease Layer Stiffness
2011/12/21
Seismic damage, such as falling, fissure and dislocation of the lining may happen at location of fault movement. The model of enhancing stiffness and that of adding seismic decrease layer are built by...
Lessons Learned from Wenchuan Earthquake: Building Materials
Building Material MS8.0 Wenchuan Earthquake Seismic Disaster Strong Ground Motion
2011/12/21
It has always been concerned about seismic motion and building materials near faults, but it still remains as an uncertain problem due to insufficiency of case study and information. The paper present...