Soil Liquefaction Problems in the Foundations Hydraulic Structures by K. P. Morgunov, M. A. Kolosov

Subjects: “…soil liquefaction…”
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Decision Tree Approach for Soil Liquefaction Assessment by Amir H. Gandomi, Mark M. Fridline, David A. Roke

“…In the current study, the performances of some decision tree (DT) techniques are evaluated for postearthquake soil liquefaction assessment. A database containing 620 records of seismic parameters and soil properties is used in this study. …”
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Sandy Soil Liquefaction Prediction Based on Clustering-Binary Tree Neural Network Algorithm Model by Yu Wang, Jiachen Wang

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Geotechnical assessment of seismicity and liquefaction potential at the Banarli landfill in Tekirdag, Turkey by Mintae Kim, Ertugrul Ordu, Woojin Lee, Junyoung Ko

Subjects: “…Soil liquefaction…”
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Optimal Routing of Gas Pipelines in Seismic Regions Using an Efficient Decision-Support Tool: A Case Study in Northern Greece by Nikolaos Makrakis, Prodromos N. Psarropoulos, Yiannis Tsompanakis

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Simulation Method and Application of Non-Stationary Random Fields for Deeply Dependent Seabed Soil Parameters by Zhengyang Zhang, Guanlan Xu, Fengqian Pan, Yan Zhang, Junpeng Huang, Zhenglong Zhou

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Post-earthquake Disasters: A Systematic Review of the Classification and Evaluation of the Analysis Methods by Çağatay Takva, Asena Soyluk, Zeynep Yeşim İlerisoy

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State of the practice on energy-based liquefaction evaluation and research significance by Takaji Kokusho

Subjects: “…soil liquefaction…”
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Dual-Polarimetric SAR Measurements to Observe Liquefaction Surface Manifestations by Ferdinando Nunziata, Anna Verlanti, Nicola Angelo Famiglietti, Maurizio Migliaccio, Annamaria Vicari

“…In this study, a methodology is proposed to use dual-polarimetric synthetic aperture radar (SAR) to identify the spatial distribution of soil liquefaction. The latter is a phenomenon that occurs in conjunction with seismic events of a magnitude generally higher than 5.5–6.0 and which affects loose sandy soils located below the water table level. …”
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Characterizing undrained behaviour of imperfectly saturated Palar sand by Akshaya Gangayya Ghalimath, Joseph Antony Visuvasam

“…Conversely, at higher frequencies, soil liquefaction occurs in a smaller number of cycles. …”
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Uplifting Behavior of Shallow Buried Pipe in Liquefiable Soil by Dynamic Centrifuge Test by Bo Huang, Jingwen Liu, Peng Lin, Daosheng Ling

“…It shows according to seismic surveys that the damage from soil liquefaction to underground pipelines was the most serious, whose failures were mainly in the form of pipeline uplifting. …”
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Liquefaction Analysis of Soils according to the New Turkish Building Earthquake Code and Improvement against Liquefaction by Uğur Dağdeviren

“…One of the damages caused by earthquakes in engineering structures is soil liquefaction-induced damages. Because of the many factors that affect the liquefaction mechanism of soils, the assessment of liquefaction potential is a rather complex problem. …”
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Assessment of Stone Columns as a Mitigation Technique of Liquefaction-Induced Effects during Italian Earthquakes (May 2012) by Davide Forcellini, Angelo Marcello Tarantino

“…Soil liquefaction has been observed worldwide during recent major earthquakes with induced effects responsible for much of the damage, disruption of function, and considerable replacement expenses for structures. …”
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Experimental study of the seismic performance of pile groups with integrated building-bridge structure in liquefiable soils: a case study by Chao KONG, Hailing XU, Dong LIN, Wenteng PAN, Guang HUANG

“…Hysteresis is observed in the growth of the pore pressure ratio during soil liquefaction in saturated conditions. Both the bending moment and the ground pressure acting on the pile increase with the degree of liquefaction. …”
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AN INVESTIGATION ON THE EFFECTIVE PARAMETERS OF LOOSE SANDS LIQUEFACTION POTENTIAL USING IMPROVED HYPERCUBE SAMPLING METHOD by S. Golmoghani Ebrahimi, A. Noorzad, H. Javaheri Koupaei

“…Currently, there is a less reliable procedure to account for all pertinent uncertainties in predicting the occurrence of soil liquefaction phenomena when subjected to strong ground motion. …”
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