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Relevant bibliographies by topics / Soil liquefaction Soil liquefaction Soil liquefaction

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Academic literature on the topic 'Soil liquefaction Soil liquefaction Soil liquefaction'

Author: Grafiati

Published: 4 June 2021

Last updated: 11 February 2022

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Journal articles on the topic "Soil liquefaction Soil liquefaction Soil liquefaction"

1

Stewart, Jonathan P., Daniel B. Chu, Raymond B. Seed, Jiann-Wen Ju, William J. Perkins, Ross W. Boulanger, Yao-Chung Chen, Chang-Yu Ou, Joseph Sun, and Ming-Shan Yu. "Soil Liquefaction." Earthquake Spectra 17, no. 1_suppl (April 2001): 37–60. http://dx.doi.org/10.1193/1.1586192.

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Chen, Chuan Sheng, and Hong Bin Xiao. "Liquefaction Potential of Clayey Soils from Wenchuan Earthquake-Induced Landslides." Advanced Materials Research 639-640 (January 2013): 850–53. http://dx.doi.org/10.4028/www.scientific.net/amr.639-640.850.

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It is commonly considered that liquefaction of sandy soils is the important reason for earthquake-induced landslides,but it has been reported liquefaction phenomenon can also occur in clayey soils in the recent research. In order to clarify liquefaction potential in clayey soils ,a deeper study was conducted on the basis of field investigation and a series of laboratory tests including undrained cyclic ring-shear tests on the clayey soil samples collected from the sliding zone of the Wenchuan earthquake-induced landslides. Results show that the liquefaction potential of clayey soils is lower than that of sandy soils given the same void ratio; the soil resistance to liquefaction rises with an increase in plasticity for clayey soils; It is useful to estimate the liquefaction potential of soil by means of plasticity index and the liquefaction potential of soil in practical engineering applications.

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Xu, Qing, Fei Kang, and Jun Jie Li. "A Neural Network Model for Evaluating Gravel Liquefaction Using Dynamic Penetration Test." Applied Mechanics and Materials 275-277 (January 2013): 2620–23. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.2620.

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Evaluation of liquefaction potential of soils is important in geotechnical earthquake engineering. Significant phenomena of gravelly soil liquefaction were reported in 2008 Wenchuan earthquake. Thus, further studies on the liquefaction potential of gravelly soil are needed. This paper investigates the potential of artificial neural networks-based approach to assess the liquefaction potential of gravelly soils form field data of dynamic penetration test. The success rates for occurrence and non-occurrence of liquefaction cases both are 100%. The study suggests that neural networks can successfully model the complex relationship between seismic parameters, soil parameters, and the liquefaction potential of gravelly soils.

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Nategh, Mehrdad, Abdullah Ekinci, Anoosheh Iravanian, and Siavash Salamatpoor. "Determination of Initial-Shear-Stress Impact on Ramsar-Sand Liquefaction Susceptibility through Monotonic Triaxial Testing." Applied Sciences 10, no. 21 (November 3, 2020): 7772. http://dx.doi.org/10.3390/app10217772.

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Liquefaction risk assessment is critical for the safety and economics of structures. As the soil strata of Ramsar area in north Iran is mostly composed of poorly graded clean sand and the ground water table is found at shallow depths, it is highly susceptible to liquefaction. In this study, a series of isotropic and anisotropic consolidated undrained triaxial tests were performed on reconstituted specimens of Ramsar sand to identify the liquefaction potential of the area. The specimens are consolidated isotropically to simulate the level ground condition, and anisotropically to simulate the soil condition on a slope and/or under a structure. The various states of soil behavior are studied by preparing specimens at different initial relative densities and applying different levels of effective stress. The critical state soil mechanics approach for identifying the liquefaction susceptibility is adopted and the observed phenomena are further explained in relation to the micro-mechanical behavior. As only four among the 27 conducted tests did not exhibit liquefactive behavior, Ramsar sand can be qualified as strongly susceptible to liquefaction. Furthermore, it is observed that the pore pressure ratio is a good indication of the liquefaction susceptibility.

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Fei-hong, Gu. "Evaluation of Soil Liquefaction in Harbor District in Tianjin City." Open Civil Engineering Journal 10, no. 1 (May 25, 2016): 293–300. http://dx.doi.org/10.2174/1874149501610010293.

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The liquefaction of soils in the harbor district in Tianjin City near Tangshan, where a great earthquake occurred is a very important issue related to the soil’s compaction, grain composition and content of clay particle. This problem has not been fully considered due to the complexity and uncertainty of the soil properties data, since none of the previous investigations has been concerned about the liquefaction characteristics of this new harbor district. The evaluation of soil liquefaction has been made based on related data of the standard penetration test (SPT) from 26 investigation bore holes and 105 sieving tests. The results show that the liquefaction index of silt sand gradually decreases with the increase of the buried depth; soils less than 10.6 m in depth are of bad gradation identically. Soil less than 10.6 m in depth can be defined as liquefied soil which is further verified by sieving tests. Both the buried depth and particle grading have primarily significant influences on silt sands’ liquefaction. The results from sieve tests based on liquefied soils were found to fit well with the Tsuchida curves. It is believed that even without the in-suit SPT tests, Tsuchida boundary curves can be directly utilized to judge the liquefaction of soils in the harbor district.

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Jakka, Ravi Sankar, Amit Shiuly, and Ranjit Das. "Liquefaction Potential for Kolkata City." International Journal of Geotechnical Earthquake Engineering 4, no. 2 (July 2013): 18–33. http://dx.doi.org/10.4018/ijgee.2013070102.

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This paper presents the liquefaction potential of densely populated Kolkata city, which is situated on the world's largest delta island with very soft and thick alluvial soil deposits. Due to presence of soft alluvium deposits at shallow depths, soil resistance against liquefaction is expected to be less. Additionally, large thickness of soil layers may amplify the ground shaking resulting in high seismic demand on the soil. Here in this study, variation of factor of safety against liquefaction is evaluated with depth at different locations in Kolkota city. The study founds striking results that the Kolkata city soils are less prone to liquefaction even though there is significant ground amplification due to presence of thick soil deposits.

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Xu, Binhua, Ning He, and Denghua Li. "Study on the treatments and countermeasures for liquefiable foundation." MATEC Web of Conferences 272 (2019): 01012. http://dx.doi.org/10.1051/matecconf/201927201012.

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This paper summarizes the current treatments and countermeasures for liquefiable foundations, and divides the existing anti-liquefaction countermeasures into two categories. One of the ideas is proceeding from the properties of liquefiable foundation soils, by the means of improvement for the soil’s qualities to enhance the capacity of soil’s anti-liquefaction in the early stage. The other idea is considering from the stress conditions of liquefiable foundation soils, and to reduce the liquefaction-induced disasters by changing the stress conditions of the soil. The advantages and disadvantages of various anti-liquefaction measures were analysed by verifying the effectiveness of field applications of anti-liquefaction measures against ground liquefaction hazards, and the applicable conditions of various anti-liquefaction measures were classified. This paper provides experience for resisting soil liquefaction disasters.

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Chen, Jian, Tomohide Takeyama, Hideyuki O-Tani, Kohei Fujita, Hiroki Motoyama, and Muneo Hori. "Using High Performance Computing for Liquefaction Hazard Assessment with Statistical Soil Models." International Journal of Computational Methods 16, no. 05 (May 28, 2019): 1840005. http://dx.doi.org/10.1142/s0219876218400054.

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Conventional methods for liquefaction assessment using engineering indices such as Factor of safety against Liquefaction (FL) tend to overestimate liquefaction hazards. The soil dynamics analysis-based assessment with automatic modeling is more rational and robust. Soil properties are known for large uncertainties. Rather than deterministic soil models, statistical models for soil parameters should be considered. With automatic modeling, a large number of statistic models can be generated without difficulty. The problem becomes how to assess liquefaction hazard with statistic models in an efficient way. Using high performance computing, we develop an efficient liquefaction assessment method for statistical modeling of soils. A high parallel efficiency can be achieved and a large number of statical models of the order of 104 can be simulated within a reasonable time span. The method developed in this paper can be used as an efficient tool for unravelling critical parameters of soil liquefaction.

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Chien, Lien-Kwei, Yan-Nam Oh, and Chih-Hsin Chang. "Effects of fines content on liquefaction strength and dynamic settlement of reclaimed soil." Canadian Geotechnical Journal 39, no. 1 (February 1, 2002): 254–65. http://dx.doi.org/10.1139/t01-083.

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In this study, the reclaimed soils in the Yunlin area of west Taiwan are adopted as test samples. The specimens were prepared by moist tamping at different relative densities and fines contents. Triaxial liquefaction tests were performed to evaluate the liquefaction strength and liquefaction-induced settlement. The test results show that the liquefaction strength of reclaimed soil increases as the relative density increases. In addition, under constant relative density, the liquefaction strength decreases as the fines content increases. Based on the test results and one-dimensional consolidation theory, the volumetric strain and settlement can be evaluated by dry density and fines content of the reclaimed soil. The results show that the settlement ratio decreases as the relative density increases. The figures and results can be references for the evaluation of liquefaction strength and liquefaction-induced settlement. The results are useful for liquefaction strength and settlement analysis for planning, design, and related research on land reclamation engineering.Key words: reclaimed soil, liquefaction resistance, fines content, settlement.

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Rahman, Arif. "Effect of grain shape to potential liquefaction." E3S Web of Conferences 156 (2020): 02014. http://dx.doi.org/10.1051/e3sconf/202015602014.

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Earthqueke is one of the most frequent disaster in Indonesia, Earthqueke have caused losses both in terms of life and material. An earthquake also can trigger to soil liquefaction. Attention to liquefaction in Indonesia has raised after the Palu Earthquake in 2018. Liquefaction may happen in sandy soil in certain condition. Here, a series laboratory tests to study potentially liquefied in sandy soils is conducted. The liquefaction potential of sand are analyzed with the effect of the shape of the soil particles. The sandy sample is made up by special selected in three different shapes that are sharp, angular and round. Finally, it can be seen the effect of the shape of the soil grain on the liquefaction potential. The results of this study can be used to further investigation in order to mitigate the liquefaction.

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Dissertations / Theses on the topic "Soil liquefaction Soil liquefaction Soil liquefaction"

1

Cho, Gye Chun. "Unsaturated soil stiffness and post-liquefaction shear strength." Diss., Georgia Institute of Technology, 2001. http://hdl.handle.net/1853/21010.

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Mayfield, Roy T. "The return period of soil liquefaction /." Thesis, Connect to this title online; UW restricted, 2007. http://hdl.handle.net/1773/10209.

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GUILLEN, JORGE LUIS CARDENAS. "ELASTO-PLASTICITY MODELLING OF SOIL LIQUEFACTION." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2008. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=25812@1.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO
CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO
Mudanças das propriedades dos solos devido à ação de carregamentos dinâmicos são responsáveis por danos significativos em geo-estruturas, tais como: barragens, estruturas de concentração, fundações, taludes, etc. A ocorrência do fenômeno da liquefação, em materiais suscetíveis como areias fofas saturadas, representa um tipo de resposta desastrosa de solos. O termo liquefação tem sido empregado para descrever uma variedade de fenômenos no qual tem em comum o desenvolvimento de altas poropressões em materiais saturados sem coesão devido a carregamentos monotônicos , transientes ou ciclios. A previsão da liquefação depende de uma adequada análise do comportamento não-drenado do material, em termos do incremento de poropressões e da perda da rigidez da mistura sólido-fluido, durante e após o período de movimento. O estabelecimento das equações governantes é essencial para elaboração de um modelo matemático realista para descrever o comportamento físico deste fenômeno. As equações a srem consideradas são: equação de movimento da fase sólida, a equação do movimento da mistura sólido-fluido , a equação de continuidade da fase fluida, as equações de acoplamento das fases e as equações constitutivas desses materiais. Nesta tese a resposta dinâmica do solo foi investigada numericamente mediante a técnica dos elementos finitos. A discretização espacial das equações governantes foi feita através de método de Galerkin e a discretização temporal pelo método de Newmark Generalizado. Um modelo constitutivo elasto-plástico foi considerado para descrever o comportamento mecânico da fase sólida, desenvolvido a partir de conceitos da generealização da teoria da plasticidade, que apresenta algumas vantagens em relação aos outros modelos baseados na teoria da plasticidade clássica. A implementação computacional foi escrito em fortran 90. Exemplos numéricos analisados nesta tese comprovam tanto a eficiência do modelo constitutivo na predição do comportamento do solo sobre liquefação como a confiabilidade do programa computacional elaborado nesta pesquisa, em termos da rapidez de processamento e da boa precisão dos resultados, quando comparados com soluções analíticas e outros valores numéricos obtidos por vários autores e diferentes modelos constitutivos.
Changes in soil properties due to the action of dynamic loads are responsible for significant damage of geo-structures such as dams, retaining structures,building foundations, slopes, etc. The occurrence of liquefaction phenomena in susceptible materials, such as loose saturated, represents a type of disastrous response of soil, the term liquefaction has been used to refer to a group of phenomena wich have in common the development of high pore pressures in saturated cohesionless mterial due to monotonic, transient, or cyclic loads. The prediction of soil liquefaction depends of an adequate analysis of the behavior of undrained materials, in terms of increase of pore water pressure and weakening of the solid-fluid mixture, during and after the periodic motion. The establishment of the governing equations is essential to provide a realistic mathematical model to describe the physical behavior of this phenomenon. The system of equations to be considered are: the equilibrium equation of the solid phase, the equilibrium equation of the solid-fluid mixture, the conservation mass of the fluid phase, the coupling equation of phases, and the conservation equations of materials. In this thesis the soil dynamic response was numerically investigated by the finite element method. To obtain the spatial discretization in time was the Generalized Newmark method. An elastic-plastic constitutive model was used to describe the mechanical behavior of the solid phase. This model was developed in the framework of the generalized theory of plasticity, wich has some advantages when compared with other models based on the classical plasticity theory. The computacional implementation was written in fortran 90. Numerical examples considered in this thesis demonstrate the efficiency of the constitutive model to simulated the predicted behavior of soil under liquefaction as well as the reliability of the software developed in this research, in terms of computational effort and good accuracy of the results, when compared with some analytical solutions and other numerical values obtained by various authors and different constitutive models.

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Song, Chi-Yong. "Numerical formulation for a dynamic analysis of the plastic behavior in saturated granular soils." Columbus, Ohio Ohio State University, 2003. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1070309764.

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Thesis (Ph. D.)--Ohio State University, 2003.
Title from first page of PDF file. Document formatted into pages; contains xix, 246 p.; also includes graphics. Includes abstract and vita. Advisor: William E. Wolfe, Dept. of Civil Engineering. Includes bibliographical references (p. 137-142).

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Worthen, Diana. "Critical state framework and liquefaction of fine-grained soils." Pullman, Wash. : Washington State University, 2009. http://www.dissertations.wsu.edu/Thesis/Summer2009/D_Worthen_062209.pdf.

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Thesis (M.S. in civil engineering)--Washington State University, August 2009.
Title from PDF title page (viewed on Aug. 10, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 45-46).

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Adalier, Korhan. "Mitigation of earthquake induced liquefaction hazards." online access from Digital Dissertation Consortium access full-text, 1996. http://libweb.cityu.edu.hk/cgi-bin/er/db/ddcdiss.pl?9635658.

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Chung, Jae-Won. "Development of a geographic information system-based virtual geotechnical database and assessment of liquefaction potential for the St. Louis Metropolitan area." Diss., Rolla, Mo. : University of Missouri-Rolla, 2007. http://scholarsmine.mst.edu/thesis/pdf/Chung_09007dcc80483011.pdf.

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Thesis (Ph. D.)--University of Missouri--Rolla, 2007.
Vita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed March 24, 2008) Includes bibliographical references (p. 145-155).

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Daftari, Abbas. "New approach in prediction of soil liquefaction." Doctoral thesis, Technische Universitaet Bergakademie Freiberg Universitaetsbibliothek "Georgius Agricola", 2015. http://nbn-resolving.de/urn:nbn:de:bsz:105-qucosa-192304.

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Liquefaction is the phenomena when there is loss of strength in saturated and cohesion-less soils because of increased pore water pressures and hence reduced effective stresses due to dynamic loading. It is a phenomenon in which the strength and stiffness of a soil is reduced by earthquake shaking or other rapid loading. In this study, after the short review of liquefaction definition, the models of prediction and estimation of liquefaction were considered. Application of numerical modelling with two major software (FLAC & PLAXIS) for the Wildlife site liquefaction, under superstition earthquake in 1987 were compared and analysed. Third step was started with introduction of Fuzzy logic and neural network as two common intelligent mathematical methods. These two patterns for prediction of soil liquefaction were combined. The “Neural network- Fuzzy logic-Liquefaction- Prediction” (NFLP) was applied for liquefaction prediction in Wildlife site. The results show the powerful prediction of liquefaction happening with high degree of accuracy in this case.

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Bradshaw, Aaron S. "Liquefaction potential of non-plastic silts /." View online ; access limited to URI, 2006. http://0-digitalcommons.uri.edu.helin.uri.edu/dissertations/AAI3248224.

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Anderson, Donald Jared. "Understanding Soil Liquefaction of the 2016 Kumamoto Earthquake." BYU ScholarsArchive, 2019. https://scholarsarchive.byu.edu/etd/7135.

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The Kumamoto earthquake of April 2016 produced two foreshocks of moment magnitude 6.0 and 6.2 and a mainshock of 7.0, which should have been followed by widespread and intense soil liquefaction. A Geotechnical Extreme Events Reconnaissance team (GEER) led by Professor Rob Kayen of UC Berkley was dispatched to the Kumamoto Plain--which is in Kumamoto Prefecture, the southern main island of Japan--immediately following the earthquake. The Japanese and U.S. engineers in the GEER team observed mostly minor and sporadic liquefaction, which was unexpected as the local site geology, known soil stratigraphy, and intensity of the seismic loading made the Kumamoto Plain ripe for soil liquefaction. The paucity and limited scale of liquefaction shows a clear gap in our understanding of liquefaction in areas with volcanic soils. This study is a direct response to the GEER team's preliminary findings regarding the lack of significant liquefaction. An extensive literature review was conducted on the Kumamoto Plain and its volcanic soil. The liquefaction of the 2016 Kumamoto Earthquake was also researched, and several sites were selected for further analysis. Four sites were analyzed with SPT, CPT, and laboratory testing during the spring of 2017. A slope stability analysis and undisturbed testing were performed for specific sites. The results of the analysis show a general over-prediction of SPT and CPT methods when determining liquefaction hazard. The Youd et al. (2001) NCEES method was the most consistent and accurate in determining liquefaction. The soils in the area including sands and gravels had high levels of fines, plasticity, and organic matter due to the weathering of volcanic ash and pyroclastic material. The volcanically derived coarse-grained soils may also have exhibited some crushability, which gave lower resistance readings. Filled river channels had the worst liquefaction with natural levees and the Kumamoto flood plains having only minor liquefaction. Publicly available boring logs rarely showed laboratory test data of bore holes which led to a general inaccurate soil classification. Boring logs were also not updated with laboratory classifications and data. Undisturbed cyclic triaxial testing of soils at one site showed that volcanic soils had relatively high resistance to soil liquefaction, though drying of samples may have compromised the results. Embankment cracking at one test location was calculated a lateral spread and a seismic slope failure along the pyroclastic flow deposit.

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Books on the topic "Soil liquefaction Soil liquefaction Soil liquefaction"

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W, Boulanger R., ed. Soil liquefaction during earthquakes. Berkeley: Earthquake engineering research institute, 2008.

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Ken, Been, ed. Soil liquefaction: A critical state approach. London: Taylor & Francis, 2006.

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Wride, C. E. CANLEX, the Canadian liquefaction experiment. Richmond, B.C: Bi Tech Publishers, 1997.

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Huang, Yu, and Miao Yu. Hazard Analysis of Seismic Soil Liquefaction. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-4379-6.

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Hynes, Mary Ellen. Probabilistic liquefaction analysis. Washington, DC: Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1999.

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Hynes, M. E. Probabilistic liquefaction analysis. Washington, D.C: U.S. Nuclear Regulatory Commission, 1990.

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Carter, Robert R. Cone penetration testing for evaluating the liquefaction potential of sands. Denver, Colo: Geotechnical Services Branch, Research and Laboratory Services Division, U.S. Dept. of the Interior, Bureau of Reclamation, 1988.

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Tuttle, M. P. The liquefaction method for assessing paleoseismicity. Washington, D.C: U.S. Nuclear Regulatory Commission, 1994.

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Obermeier, Stephen F. Liquefaction potential in the central Mississippi Valley. Washington, DC: Dept. of the Interior, 1988.

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Obermeier, Stephen F. Liquefaction potential in the central Mississippi Valley. [Washington, D.C.]: U.S. G.P.O., 1988.

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Book chapters on the topic "Soil liquefaction Soil liquefaction Soil liquefaction"

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Jia, Junbo. "Liquefaction." In Soil Dynamics and Foundation Modeling, 227–50. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-40358-8_7.

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Hamada, Masanori. "Soil Liquefaction and Countermeasures." In Springer Series in Geomechanics and Geoengineering, 125–52. Tokyo: Springer Japan, 2014. http://dx.doi.org/10.1007/978-4-431-54892-8_3.

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Cudmani, Roberto. "Soil Liquefaction: Mechanism and Assessment of Liquefaction Susceptibility." In Seismic Design of Industrial Facilities, 485–97. Wiesbaden: Springer Fachmedien Wiesbaden, 2013. http://dx.doi.org/10.1007/978-3-658-02810-7_41.

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Ang, A. H.-S., and J. A. Pires. "Stochastic Dynamics of Soil Liquefaction." In Stochastic Structural Dynamics 2, 1–16. Berlin, Heidelberg: Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-84534-5_1.

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Huang, Yu, and Miao Yu. "Macroscopic Characteristics of Seismic Liquefaction." In Hazard Analysis of Seismic Soil Liquefaction, 11–33. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-4379-6_2.

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Daoud, Samar, Imen Said, Samir Ennour, and Mounir Bouassida. "Evaluation of Liquefaction Potential of New Caledonian Nickel Ores." In Soil Testing, Soil Stability and Ground Improvement, 149–61. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61902-6_13.

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Huang, Yu, and Miao Yu. "Comprehensive Evaluation of Liquefaction Damage During Earthquakes." In Hazard Analysis of Seismic Soil Liquefaction, 141–65. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-4379-6_7.

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Huang, Yu, and Miao Yu. "Introduction." In Hazard Analysis of Seismic Soil Liquefaction, 1–9. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-4379-6_1.

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Huang, Yu, and Miao Yu. "Liquefaction Potential Evaluation Based on In Situ Testing." In Hazard Analysis of Seismic Soil Liquefaction, 35–59. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-4379-6_3.

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Huang, Yu, and Miao Yu. "Laboratory Experimental Study on Dynamic Characteristics of Liquefiable Soil." In Hazard Analysis of Seismic Soil Liquefaction, 61–92. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-4379-6_4.

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Conference papers on the topic "Soil liquefaction Soil liquefaction Soil liquefaction"

1

Wang, Rui, Qianqian Hu, Xing Liu, and Jian-Min Zhang. "Influence of Liquefaction History on Liquefaction Susceptibility." In Geotechnical Earthquake Engineering and Soil Dynamics V. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481455.030.

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Been, Ken, and Allen Li. "Soil Liquefaction and Paste Tailings." In Twelfth International Seminar on Paste and Thickened Tailings. Australian Centre for Geomechanics, Perth, 2009. http://dx.doi.org/10.36487/acg_repo/963_32.

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Elfass, Sherif A., Gary M. Norris, and Ellen Jacobson. "Computer Simulation of Soil Liquefaction." In GeoCongress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40803(187)267.

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Holzer, Thomas L. "Probabilistic Liquefaction Hazard Mapping." In Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)30.

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Juang, C. Hsein, Sunny Ye Fang, and David Kun Li. "Reliability Analysis of Soil Liquefaction Potential." In Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40779(158)24.

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Park, Sung-Sik, and P. M. Byrne. "Multi-Plane Model for Soil Liquefaction." In Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40786(165)6.

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Zeghal, Mourad, Nithyagopal Goswami, Majid Manzari, and Bruce Kutter. "Performance of a Soil Liquefaction Model." In Sixth Biot Conference on Poromechanics. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480779.045.

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Kramer, Steven L., Samuel S. Sideras, Michael W. Greenfield, and Behnam Hushmand. "Liquefaction, Ground Motions, and Pore Pressures at the Wildlife Liquefaction Array in the 1987 Superstition Hills Earthquake." In Geotechnical Earthquake Engineering and Soil Dynamics V. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481455.037.

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Unutmaz, Berna, and K. Onder Cetin. "Assessment of Structure-Induced Liquefaction Triggering." In Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)78.

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Izadi, Ali M., Ronaldo Luna, and Richard W. Stephenson. "Liquefaction Behavior of Mississippi River Silts." In Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)93.

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Reports on the topic "Soil liquefaction Soil liquefaction Soil liquefaction"

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Steedman, R. S., and S. P. Madabhushi. Earthquake-Induced Liquefaction of Confined Soil Zones: A Centrifuge Study. Fort Belvoir, VA: Defense Technical Information Center, November 1992. http://dx.doi.org/10.21236/ada260111.

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Ahmed, S. B., R. J. Hunt, and W. E. III Manrod. Y-12 site-specific earthquake response analysis and soil liquefaction assessment. Office of Scientific and Technical Information (OSTI), September 1995. http://dx.doi.org/10.2172/164919.

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