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Relevant bibliographies by topics / Liquefaction potential map

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Academic literature on the topic 'Liquefaction potential map'

Author: Grafiati

Published: 4 June 2021

Last updated: 27 July 2025

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Journal articles on the topic "Liquefaction potential map"

1

Chung. "Preparation of Probabilistic Liquefaction Hazard Map Using Liquefaction Potential Index." Journal of the Korean Society of Civil Engineers 34, no. 6 (2014): 1831. http://dx.doi.org/10.12652/ksce.2014.34.6.1831.

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KUSANO, Kaoru, Hiroshi ABE, Yoshimi OGAWA, and Toshio NAKAYAMA. "Liquefaction potential map in Tokyo lowland." Doboku Gakkai Ronbunshu, no. 418 (1990): 95–104. http://dx.doi.org/10.2208/jscej.1990.418_95.

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Zar, Lee Tint, Myint Kyaw Nyan, and Kyaw Kyaw. "Soil Liquefaction Potential Maps for Earthquake Events in Yangon, Myanmar." International Journal of Trend in Scientific Research and Development 2, no. 3 (2018): 2401–9. https://doi.org/10.31142/ijtsrd12747.

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The soil liquefaction is one of the main topics of geotechnical engineering associated with the strong earthquakes. The study area has been selected in Yangon City because it is most populated density area and located near the active faults and the rivers. The main objective of study is the development of liquefaction potential maps as a prominent feature for site planners and decision makers to reduce loss of lives. The borehole data including ground water table, Standard Penetration Test SPT , blow counts, wet density and fine content etc. have been collected from the 530 representative site

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Chou, Jui-Ching, Pao-Shan Hsieh, Po-Shen Lin, Yin-Tung Yen, and Yu-Hsi Lin. "Introduction and Application of a Simple Probabilistic Liquefaction Hazard Analysis Program: HAZ45PL Module." Shock and Vibration 2021 (January 27, 2021): 1–9. http://dx.doi.org/10.1155/2021/6687631.

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The 2016 Meinong Earthquake hit southern Taiwan and many shallow foundation structures were damaged due to soil liquefaction. In response, the government initiated an investigation project to construct liquefaction potential maps for metropolitans in Taiwan. These maps were used for the preliminary safety assessment of infrastructures or buildings. However, the constructed liquefaction potential map used the pseudo-probabilistic approach, which has inconsistent return period. To solve the inconsistency, the probabilistic liquefaction hazard analysis (PLHA) was introduced. However, due to its c

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Elton, David J., and Tarik Hadj‐Hamou. "Liquefaction Potential Map for Charleston, South Carolina." Journal of Geotechnical Engineering 116, no. 2 (1990): 244–65. http://dx.doi.org/10.1061/(asce)0733-9410(1990)116:2(244).

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Rachmadi, Ari, Muhammad Rizqy Septyandy, and Muhammad Amin Syam. "Determination of Liquefaction Hazard in Samarinda Using Fuzzy-GIS Method." EL-JUGHRAFIYAH 4, no. 2 (2024): 273. https://doi.org/10.24014/jej.v4i2.33050.

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The phenomenon of liquefaction is the transformation of coarse-grained soil from a solid to a liquid state, resulting in a reduction in the bearing capacity of the soil due to an increase in hydrostatic pressure due to a sudden high cyclic load. Liquefaction usually occurs during an earthquake, where earthquake-triggering factors, ground acceleration, water table depth, overburden pressure, soil density, and soil type are used as input data. A fuzzy-GIS approach is used to combine these factors to map liquefaction potential. This method produced a preliminary map of liquefaction potential in S

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Pokhrel, Rama Mohan, and Takashi Kiyota. "GIS based study on liquefaction-induced soil subsidence, a case from Urayasu area, Chiba, Japan." Journal of Nepal Geological Society 51 (December 31, 2016): 55–58. http://dx.doi.org/10.3126/jngs.v51i0.24092.

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Urayasu City in Chiba prefecture, Japan, which is composed of young reclaimed land. Following the 2011 off the Pacific Coast of Tohoku Earthquake (M=9), severe liquefaction-induced ground subsidence was extensively observed in this young filled land. The major problems associated with liquefaction and ground subsidence like tilting of houses, buckling of roads and lifelines cut off were commonly observed. Therefore, a detailed study on possibility and amount of ground subsidence is essential to carry out in such area. In this paper, a variation of ground subsidence is studied after severe liqu

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Naik, Sambit Prasanajit, Ohsang Gwon, Kiwoong Park, and Young-Seog Kim. "Land Damage Mapping and Liquefaction Potential Analysis of Soils from the Epicentral Region of 2017 Pohang Mw 5.4 Earthquake, South Korea." Sustainability 12, no. 3 (2020): 1234. http://dx.doi.org/10.3390/su12031234.

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Studies on earthquake-induced liquefaction and identification of source unit for causing liquefaction have been a major concern in sustainable land use development especially in low to moderate seismic areas. During the 2017 Mw 5.4 Pohang earthquake, widespread liquefaction was reported around the Heunghae basin, which was the first ever reported case of liquefaction in the modern seismic history of Korea. The epicentral area is one of the major industrial hubs along the SE Korean Peninsula with no detailed liquefaction hazard map. The purpose of this study was to determine the land damage cla

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Barani, Simone, Gabriele Ferretti, and Davide Scafidi. "Evaluation of liquefaction triggering potential in Italy: a seismic-hazard-based approach." Natural Hazards and Earth System Sciences 23, no. 5 (2023): 1685–98. http://dx.doi.org/10.5194/nhess-23-1685-2023.

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Abstract. In the present study, we analyze ground-motion hazard maps and hazard disaggregation in order to define areas in Italy where liquefaction triggering due to seismic activity can not be excluded. To this end, we refer to the triggering criteria (not to be confused with liquefaction susceptibility criteria, which essentially take into account soil type and depth to groundwater) proposed by the Italian Guidelines for Seismic Microzonation, which are described in the main body of the paper. However, the study can be replicated in other countries that adopt different criteria. The final go

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Matsuoka, Masashi, Kazue Wakamatsu, Mitsufumi Hashimoto, Shigeki Senna, and Saburoh Midorikawa. "Evaluation of Liquefaction Potential for Large Areas Based on Geomorphologic Classification." Earthquake Spectra 31, no. 4 (2015): 2375–95. http://dx.doi.org/10.1193/072313eqs211m.

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Ground motion maps and observation records of liquefaction sites from ten historical earthquakes are used to develop predictive equations for the regional occurrence of liquefaction. Liquefaction occurrence ratio is determined for different geomorphological conditions and intervals of causative shaking intensity obtained from the observation data. Probability regression analysis of these data, based on a cumulative normal distribution, is then used to develop equations for estimating probability of liquefaction for different geomorphological conditions given shaking intensity. Utility of the m

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Dissertations / Theses on the topic "Liquefaction potential map"

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ZIN, NAUNG HTUN. "Assessment of Dynamic Response and Seismic Zonation of Osaka Depositional Basin Based on the Geoinformatic Database." Kyoto University, 2020. http://hdl.handle.net/2433/259027.

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Chen, Chao-Yuan, and 陳昭淵. "Bio-mimicking Evaluation of Liquefaction Potential Using Self-Organizing Map and Immune Algorithm." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/28854097765541978761.

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碩士<br>長榮大學<br>土地管理與開發學系碩士班<br>91<br>ABSTRACT The island of Taiwan is located at a complex juncture between the Eurasian and Philippine Sea plates. Seismicity is extremely active on this island. Among the earthquake disasters, soil liquefaction has attracted a lot of attention lately. Due to the liquefaction of soils, there were many ground failures with the occurrence of earthquake. Lots of damages such as sand boiling, mud-filled pipelines, broken foundation, lateral spreading, and twisted lifelines were observed during the Chi-Chi earthquake of Taiwan in 1999. Therefore, developm

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Books on the topic "Liquefaction potential map"

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Liquefaction potential map for central Utah: complete technical report. Utah Geological Survey, 1994. http://dx.doi.org/10.34191/cr-94-10.

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Liquefaction potential map for central Utah: non-technical summary. Utah Geological Survey, 1994. http://dx.doi.org/10.34191/cr-94-5.

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Liquefaction potential map for Cache Valley, Cache County, Utah. Utah Geological Survey, 2003. http://dx.doi.org/10.34191/pi-79.

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Liquefaction potential map for Davis County, Utah: non-technical summary. Utah Geological Survey, 1994. http://dx.doi.org/10.34191/cr-94-2.

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Liquefaction potential map for Utah County, Utah: non-technical summary. Utah Geological Survey, 1994. http://dx.doi.org/10.34191/cr-94-3.

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Liquefaction potential map for Davis County, Utah: complete technical report. Utah Geological Survey, 1994. http://dx.doi.org/10.34191/cr-94-7.

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Liquefaction potential map for Utah County, Utah: complete technical report. Utah Geological Survey, 1994. http://dx.doi.org/10.34191/cr-94-8.

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Liquefaction-potential map for a part of Davis County, Utah. Utah Geological Survey, 1994. http://dx.doi.org/10.34191/pi-24.

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Liquefaction-potential map for a part of Weber County, Utah. Utah Geological Survey, 1994. http://dx.doi.org/10.34191/pi-27.

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Liquefaction-potential map for a part of Utah County, Utah. Utah Geological Survey, 1994. http://dx.doi.org/10.34191/pi-28.

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Book chapters on the topic "Liquefaction potential map"

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Sumiyanto, Arwan Apriyono, Nanang Gunawan Wariyatno, Bagyo Mulyono, and Prisilia Hananda Rachmaningrum. "Study of Liquefaction Potential Based on Earthquake Deaggregation Map 2022 in Cilacap, Indonesia." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-4694-4_25.

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Choi, Jae-Soon, and Woo-Hyun Baek. "Macro earthquake hazard map for liquefaction potential using big data of site investigation." In Geotechnical Aspects of Underground Construction in Soft Ground. CRC Press, 2014. http://dx.doi.org/10.1201/b17240-76.

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Wilding Andrew J. and Luna Ronaldo. "GIS-based geotechnical seismic hazard screening tool." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-2675.

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Geotechnical earthquake engineering hazards have consequences that are difficult to mitigate, especially for infrastructure systems with multiple and distributed components. In the last few decades significant progress has been made to provide more accurate and useful methods to evaluate hazards for complex systems. This research developed a GIS methodology to be used as a &ldquo;screening tool&rdquo; to evaluate geotechnical earthquake engineering hazards from a database of borehole data and then display the results on a map. The methodology was customized within the GIS environment t

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Huang A.B., Huang Y.T., and Ho F.J. "Assessment of liquefaction potential for a silty sand in Central Western Taiwan." In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2005. https://doi.org/10.3233/978-1-61499-656-9-2653.

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The Chi Chi earthquake of September 21, 1999 triggered extensive soil liquefaction in silty sand deposits in Central Western Taiwan. The post Chi Chi earthquake studies indicated that the fines content adjustments according to the simplified procedure could cause rather inconsistent results amongst various assessment methods. The authors performed a series of cone penetration chamber calibration tests and cyclic triaxial tests on remolded Mai Liao Sand (MLS) specimens, with various fines contents and densities. The triaxial cell was equipped with bender elements and shear wave velocity (Vs) wa

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Ansary M.A., Islam M.R., Sarker J.K., and Safiullah A.M.M. "Loss assessment of Sylhet city from an event similar to 1918 Srimangal earthquake." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-2715.

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A comprehensive earthquake loss assessment for the Sylhet city of Bangladesh using Geographic Information Technology was performed considering the 1918 Srimangal Earthquake as a scenario event. Site amplification, liquefaction, and landslide microzonation maps for the city were developed for this purpose. For microzonation purpose 167 boreholes with SPT data were used. For the assessment of potential losses, a building inventory was carried out for the Sylhet city. 3040 buildings (12% of the total) were surveyed within the study area. On the other hand for the loss assessment of water and gas

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Conference papers on the topic "Liquefaction potential map"

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Omar, Maher. "Microzonation Map of Liquefaction Potential for Sharjah, United Arab Emirates." In The World Congress on Civil, Structural, and Environmental Engineering. Avestia Publishing, 2016. http://dx.doi.org/10.11159/icgre16.103.

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Kovacevic, Meho Sasa, Davor Garasic, Mario Bacic, and Marijan Car. "Large scale assessment of the liquefaction potential using the cone penetration testing (CPT): example of Sisak – Moslavina county in Croatia." In 4th European Regional Conference of IAEG. University of Zagreb Faculty of Civil Engineering, 2024. https://doi.org/10.5592/co/euroengeo.2024.226.

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On December 29th, 2020, an earthquake with a magnitude of 6.2 on the Richter scale struck the area of central Croatia. During and after the earthquake, several geotechnical phenomena appeared that directly impacted buildings and infrastructure. The most widespread phenomenon that caused significant damages is liquefaction, which occurred on almost 1600 ha of the Sisak – Moslavina County’s territory. As a phenomenon occurring during the strong seismic events in saturated non-coherent materials, it is characterized by turning the soil into a thick liquid, losing its strength and stiffness. As a

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Lee, A., S. Oh, and H. Kwon. "Development of a 2D Modified Liquefaction Potential Index Map Using Geophysical Data in Pohang, Korea." In NSG2023 29th European Meeting of Environmental and Engineering Geophysics. European Association of Geoscientists & Engineers, 2023. http://dx.doi.org/10.3997/2214-4609.202320052.

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Zaleski, Martin, Gerald Ferris, and Alex Baumgard. "Near-Real-Time Seismic Monitoring for Pipelines." In 2018 12th International Pipeline Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/ipc2018-78013.

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Earthquake hazard management for oil and gas pipelines should include both preparedness and response. The typical approach for management of seismic hazards for pipelines is to determine where large ground motions are frequently expected, and apply mitigation to those pipeline segments. The approach presented in this paper supplements the typical approach but focuses on what to do, and where to do it, just after an earthquake happens. In other words, we ask and answer: “Is the earthquake we just had important?”, “What pipeline is and what sites might it be important for?”, and “What should we

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Hengesh, James V., Michael Angell, William R. Lettis, and Jeffery L. Bachhuber. "A Systematic Approach for Mitigating Geohazards in Pipeline Design and Construction." In 2004 International Pipeline Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ipc2004-0147.

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Pipeline projects are often faced with the challenge of balancing efficient design and construction with mitigation of potential hazards posed by low probability events, such as earthquakes and landslides. Though systematic characterization of geological hazards is sometimes perceived as an added project expense, failure to recognize and mitigate hazards at an early stage can lead to schedule delays and substantial liability, repair, and business interruption costs. For example, it is estimated that failure of the 660-mm Trans-Ecuador pipeline in the 1987 earthquake cost roughly $850 million i

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Reports on the topic "Liquefaction potential map"

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McDonald, Greg N., Adam P. McKean, Zachary W. Anderson, Elizabeth A. Balgord, and W. Adolph Yonkee. Interim Geologic Map of the Huntsville Quadrangle, Weber and Cache Counties, Utah. Utah Geological Survey, 2025. https://doi.org/10.34191/ofr-772dm.

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The Huntsville 7.5' quadrangle lies within Ogden Valley, a back valley of the Wasatch Range in Weber County, Utah, about 6 miles (10 km) east-northeast of Ogden City. Settled in 1849, Ogden Valley was a pioneer frontier settlement and served primarily as a small farming community until recently. The area is currently characterized by rapid suburban growth. The quadrangle is centered on Ogden Valley with the Wasatch Range on the east and west side of the valley. The Ogden Valley f loor lies at an elevation of about 4900 feet (1494 m) with surrounding mountains reaching elevations of more than 9

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