scholarly journals Statistical analysis of the topographic effect on earthquake induced slope failure-From the case histories at Noto Toll Road in 2007 Noto-Hanto Earthquake-

2011 ◽  
Vol 48 (4) ◽  
pp. 198-206
Author(s):  
Koji ICHII ◽  
Sonomi KURIHARA ◽  
Susumu SHIBAO ◽  
Kentaro TAMORI ◽  
Masashi KUWANO ◽  
...  
Keyword(s):  
Statistical Analysis ◽  
Slope Failure ◽  
Topographic Effect ◽  
Case Histories ◽  
Toll Road ◽  
Noto Hanto Earthquake ◽  
2007 Noto Hanto Earthquake

Clinical and epidemiological picture of syphilitic infection at present stage

2019 ◽  
Vol 1 (7) ◽  
pp. 42-45
Author(s):  
A. A. Bagirova ◽  
K. M. Lomonosov
Keyword(s):  
Nervous System ◽  
Statistical Analysis ◽  
Blood Vessels ◽  
Case Histories ◽  
Present Stage ◽  
Anatomical Changes

A statistical analysis of the syphilis incidence in Moscow and regions from 2006 to 2017 was carried out. Despite a decrease in the general syphilis incidence an increase in incidence of such severe forms as late neurosyphilis and cardiovascular syphilis was observed. We analyzed 1,600 archive case histories of inpatients and outpatients of the Sechenov University clinics in Moscow and identified the specific lesions in heart tissues, blood vessels and the nervous system. in literal data a relatively small number of cardiosyphilis cases was described. it can be explained by the fact that earlier only gummas, that are rarely to be located in the heart and difficult to be identified clinically, were considered to be the only specific pathological and anatomical changes for syphilis of the heart.

scholarly journals Coastal deformation associated with the 2007 Noto Hanto earthquake, central Japan, estimated from uplifted and subsided intertidal organisms

2008 ◽  
Vol 60 (10) ◽  
pp. 1059-1062 ◽  
Author(s):  
Yasuo Awata ◽  
Shinji Toda ◽  
Heitaro Kaneda ◽  
Takashi Azuma ◽  
Haruo Horikawa ◽  
...  
Keyword(s):  
Central Japan ◽  
Noto Hanto Earthquake ◽  
2007 Noto Hanto Earthquake

scholarly journals Observation of ground motions of aftershocks of the 2007 Noto Hanto earthquake in Monzenmachi, the Wajima city, for estimation of site amplification

2008 ◽  
Vol 60 (10) ◽  
pp. 1063-1067 ◽  
Author(s):  
Hiroaki Yamanaka ◽  
Kentaro Motoki ◽  
Nobuyuki Yamada ◽  
Tatsuya Sugawara ◽  
Yumi Mabuchi ◽  
...  
Keyword(s):  
Ground Motions ◽  
Site Amplification ◽  
Noto Hanto Earthquake ◽  
2007 Noto Hanto Earthquake

scholarly journals Fault model of the 2007 Noto Hanto earthquake estimated from coseismic deformation obtained by the distribution of littoral organisms and GPS: Implication for neotectonics in the northwestern Noto Peninsula

2008 ◽  
Vol 60 (9) ◽  
pp. 903-913 ◽  
Author(s):  
Yoshihiro Hiramatsu ◽  
Kazuyoshi Moriya ◽  
Takahiro Kamiya ◽  
Michio Kato ◽  
Takuya Nishimura
Keyword(s):  
Fault Model ◽  
Coseismic Deformation ◽  
Noto Hanto Earthquake ◽  
2007 Noto Hanto Earthquake

scholarly journals Statistical Analysis of Slope-Failure at Kumamoto Prefecture Using Geotechnical Information Data Base System

1992 ◽  
Vol 32 (2) ◽  
pp. 159-168 ◽  
Author(s):  
Kaname Tajiri ◽  
Hiroshi Nakayama ◽  
Shigeyoshi Imaizumi
Keyword(s):  
Statistical Analysis ◽  
Data Base ◽  
Slope Failure ◽  
Base System ◽  
Data Base System ◽  
Geotechnical Information

scholarly journals Repair Performance Landslide and Slope Using Bore pile and Ground Anchor on Cipali Toll Road Km 103

UKaRsT ◽  
2021 ◽  
Vol 5 (2) ◽  
pp. 236
Author(s):  
Akhmudiyanto Akhmudiyanto ◽  
Paulus Pramono Rahardjo ◽  
Rinda Karlinasari
Keyword(s):  
Finite Element ◽  
Slope Stability ◽  
Safety Factor ◽  
Slope Failure ◽  
Retaining Wall ◽  
Traffic Load ◽  
Parameter Determination ◽  
Toll Road ◽  
Bore Pile ◽  
Ground Anchor

One of the causes of on-road collapse slopes is traffic load. Slope failure by road loads usually occurs due to several factors such as soil type, rainfall, land use. This study aims to determine landslide and slope repair performance using bore pile and ground anchor on Cipali Toll Road KM 103. The research method used in this study is the Finite element method. In this research, data collection, modeling parameter determination, slope stability analysis, slope reinforcement analysis, and reinforcement design were carried out with variations in bore pile and ground anchor dimensions. The software program used is a finite element program in the form of PLAXIS to analyze slope stability and estimate the slope failure area. The result of the study is that the R-Value inter is 0.25 with a 1.0341 safety factor. Best repair performance obtained from the addition of reinforcement with ground anchor 2 layer on bore pile 2 with a distance of 2 meters increased the safety factor to 1,913; Borepile capacity calculation with the calculation of normal force and moment iteration, the largest occurs in the DPT (Retaining Wall) stage with a normal load of -37.9 and a moment force of -471.15 which is still able to be borne by bore pile 1. The result of this study is expected to be benchmark and repair material to improve slope stability at km 103 Tol Cipali

Inexpensive Integrated GIS for Local Government to Implement Emergency Response and Management Effectively

2010 ◽  
Vol 5 (1) ◽  
pp. 90-97 ◽  
Author(s):  
Go Urakawa ◽  
◽  
Haruo Hayashi ◽  
Keyword(s):  
Emergency Response ◽  
Local Governments ◽  
Research Team ◽  
Terrorist Attacks ◽  
Affected Area ◽  
Positive Effects ◽  
Noto Hanto Earthquake ◽  
2007 Noto Hanto Earthquake ◽  
The Many ◽  
Post Disaster

We are exposed to various kinds of Multi-hazards due to natural disasters, terrorist attacks and epidemic’s outbreak. In any of these crises, national and local governments must take in managing emergency responses effectively. Though one of the many measures is to build information systems against disaster, these systems are tools for estimating post disaster damage. This effort is not, however, implemented either well or effectively in most cases. Our research team had supported local governments using GIS in cases such as the 2004 Niigata-ken Chuetsu Earthquake, the 2007 Noto Hanto Earthquake, and the 2007 Niigataken Chuetsuoki Earthquake. Through these experiences, we reconfirmed the positive effects of location information and GIS. We also reconfirmed the need for both implementation speed and flexible use in their implementation. This paper describes how we built inexpensive integrated GIS for local governments to implement in emergency response andmanagement from experiences and knowledge on disaster affected area.

Realization of Local Capacity Building for Managing Instructional-System-Design-Based GIS -A Case Study of Wajima City at 2007 Noto Hanto Earthquake-

2010 ◽  
Vol 5 (1) ◽  
pp. 22-30 ◽  
Author(s):  
Yoshihiro Ura ◽  
◽  
Munenari Inoguchi ◽  
Haruo Hayashi ◽  
◽  
...  
Keyword(s):  
System Design ◽  
Disaster Response ◽  
Instructional System ◽  
Instructional System Design ◽  
Richter Scale ◽  
Noto Hanto Earthquake ◽  
2007 Noto Hanto Earthquake ◽  
Ishikawa Prefecture ◽  
Cognitive Apprenticeship Theory

Geographic information system (GIS) use in disaster response in Japan has tended to be poor due to a lack of skills among local responders. The educational model based on instructional system design (ISD) and cognitive apprenticeship theory we proposed enabled local responders to build on GIS management capacity. Our research example is taken from the case of Wajima City, Ishikawa Prefecture, hit by the 2007 Noto Hanto Earthquake, magnitude 6.9 on the Richter scale, on March 25, 2007, in which local responders managed GIS quickly after the quake to developmany useful maps representing recovery progress.

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