Quantitative Assessment of Liquefaction Potential in Selected Areas in ...
Recommend Documents
For a description of the effect of the 1906 earthquake on Bolinas. Lagoon and the ...... Marc Loza. and Lydia Lofgren. California .... checking on March 17, to determine the o t. 4 e. , ! , , ..... telephone number, TelexlTWX, and cable ad- dress.
Dec 12, 1997 - Port of Oakland,. 9. Oakland Outer. 1.71. 6. 1.00. 15. 15.0. 9. 2. Yes. (1989). 7th St.-2. Harbor. Lorna Prieta. Port of Oakland,. 10. Oakland Outer.
Numerical Assessment of Cargo Liquefaction Potential. Lei Ju, Dracos Vassalos, Evangelos Boulougouris. Ship Stability Research Centre, Department of Naval ...
The bulk of money sent is used by families to cover basic household expenses â food, clothing, education, and medical
3Zuzana Hajduová is an expert on quantitative methods and ... Small and medium food enterprises have been recognized as an important strategic sector in Sri ... This approach is thus a business management tool used to determine strategic.
Chennai Petroleum Corporation, Ltd. (subsidiary of IOCL from 2001) ...... over the two older processes as it does not use mercury or asbestos, and it is the most.
quicksand condition. Buildings may sink substantially into the ground or tilt excessively; lightweight structures and foundations may get displace laterally causing ...
(10b) in which, Mw is moment magnitude and amax is the peak ground acceleration in units of gravity. Magnitude correlated duration weighting factor (DWFM) is ...
Nov 9, 2015 - bution to seismic hazard assessment at the local and regional scale (for instance .... by seismic shaking. On the basis of their morphologic and structural character- ..... during the 1990 Luzon, Philippines earthquake (M7.8); the.
Environment, Osaka, Japan, Nov. 16-18, 2015, ISBN: 978-4-9905958-4-5 C3051. Liquefaction assessment by microtremor measurements in Babol city.
with seawall, suffered severe liquefaction damage by 1995 Hyogo- ken Nanbu Earthquake [11]. It was characteristic that liquefaction intensively occurred near ...
Aug 7, 1988 - (In vited Paper). Abstract-This paper will review some of the photonic technologies ... that have emerged within the past few years which have.
1-10. Map showing the sediment-hosted copper permissive tract, deposits, and occurrences ...... The top level of the hierarchy is ranking of tracts accord-.
phosphates and some trace metals (zinc, lead, cadmium, copper and ..... fever' may result when high levels of zinc dust or fumes are taken through breathing.
lightpaths in a ring can share an ADM at the common node). We prove some ..... for every pair of connections with a common endpoint whether they are disjoint ...
Jan 2, 2018 - U.S. Department of the Interior. U.S. Geological Survey ...... Introduction. A qualitative ..... needed, and in some cases minor manual edits were done to cover areas of ...... 2005, Glossary of geology (5th ed.): Alexandria, Va.,.
May 19, 2014 - 1 Geotechnical Division, Department of Civil Engineering, Duzce University, 81620 ... The liquefaction potential index for the city of Duzce in.
Vancouver, B.C., Canada. August 1-6, 2004 ... For example, the magnitude 8.5 Haiyuan Great Earthquake in China in 1920 caused liquefaction of loess deposits ...
Nov 30, 2013 ... Ukar Wijaya Soelistijo, Aryo Prawoto Wibowo, Makmun Abdullah. The Potential
Share of Coal Liquefaction in the Indonesian Economy in 2025.
May 19, 2014 - The liquefaction potential indexes of the soils were determined using the empirical relationships ...... tests,â Soil Dynamics and Earthquake Engineering, vol. .... Microzonation Manual, World Institute for Disaster Risk Man-.
531, S.College Avenue, 212, Townsend Hall, University of Delaware, Newark, DE â 19717 â 1303. ..... Pollution in Southern Ontario with DRAINMOD-N. NABEC ...
in Glycerol and Ethylene Glycol by 24-1 Fractional Factorial Design. Mohd Fahmi AWALLUDIN, Othman SULAIMANâ , Rokiah HASHIM, and Mohd Firdaus ...
Dec 28, 2014 - 16425 Depok, Jawa Barat, INDONESIA. 2Department of Infrastructure .... bridge, roadway, railroad, and earth dam. According to some previous ...
of weak soils. Installation of stone column is widely adopted to prevent liquefaction. ... replacement ratio, treatment depth (Ben Salem 2016). Stone columns were ...
Quantitative Assessment of Liquefaction Potential in Selected Areas in ...
1-4 November 2015. Christchurch, New Zealand. Quantitative Assessment of Liquefaction Potential in Selected Areas in. Christchurch, New Zealand.
6th International Conference on Earthquake Geotechnical Engineering 1-4 November 2015 Christchurch, New Zealand
Quantitative Assessment of Liquefaction Potential in Selected Areas in Christchurch, New Zealand A. Giannakogiorgos 1, G. Papathanassiou 2, E. Vautherin 3 ABSTRACT The objective of this paper is to present the combined liquefaction case histories data from the 2010 – 2011 Canterbury earthquake sequence (CES) and the Emilia – Romagna region (Northern Italy) 2012 earthquake, on the recently proposed Liquefaction Potential Index (LPI) - Liquefaction Severity Index (LSN) classification chart. The revised LPI-LSN chart classes I, II and IV, are in reasonable agreement with the distribution of cases from Christchurch area and can be used for the initial site characterization.
Introduction Over the last decade there is a well-established necessity for compiling liquefaction-based microzonation maps in order to understand liquefaction-induced hazard and manage the associated risk of foundation and structural damage. The quantitative assessment of the liquefaction potential has to be assessed on a site-by-site basis instead of the individual identification of each soil layer’s factor of safety against liquefaction, if the purpose is to produce liquefaction hazard maps. The performance of the individual soil layers encountered at a site cannot be captured with the use of a Geographic Information System (GIS) and used for the hazard maps, therefore the use of potential indexes is a well-established alternative. One of the most widely used is the Liquefaction Potential Index (LPI) proposed by Iwasaki et al. (1978), where discrete threshold LPI values for the evaluation of the severity of liquefaction-induced damage were proposed. According to Iwasaki et al. (1978), the liquefaction potential should be characterized as “low” at sites where 0
