The European Union EU supported a 3-year 2001–2004 research program on Liquefaction around Marine Structures LIMAShttp://vb.mek.dtu.dk/research/limas/limas.html. This writer was coordinator of this program. A consortium of 10 European institutions universities, hydraulics and geotechnicalengineering laboratories, and consulting companies undertook this program. The objectives of the program were two-fold: 1 to investigate potential risks for failure of structures due to liquefaction; and 2 to prepare and disseminate practical guidelines guidance for design and maintenance that were developed from present research and also taking into consideration all state-ofthe-art knowledge. The present volume and a previous one JWPCOE 2006 are a collection of fifteen papers and a technical note produced from the research undertaken in the LIMAS program. The papers in the previous volume Vol. 132, No. 4 summarized results of experimental and theoretical investigations on the fundamental aspects of soil liquefaction around marine structures and focused on processes and benchmark cases including physics of liquefaction phenomena around marine structures, stability of submarine pipelines on liquefied seabeds, critical flotation density of pipelines in soils liquefied by waves, liquefaction around pipelines under waves, numerical modelling of wave-induced liquefaction around pipelines, fluid-soil-structure interaction in liquefaction around a cyclically moving cylinder; guidelines for pipeline on-bottom stability on liquefied noncohesive seabeds, large-scale experiments on pore pressure generation underneath a caisson breakwater, and liquefaction phenomena underneath marine gravity structures subjected to wave loads. The present volume includes papers on various other aspects of soil liquefaction and focuses on applications, including field investigation of momentary liquefaction and scour, momentary liquefaction and gas content; scour around piles in the case of soil with liquefaction history, soil reaction in saturated sand under impulsive loads, development of a sampler for measurement of gas content in soils, and seismic-induced liquefaction around marine structures. The publication of this group of papers will disseminate the results of the LIMAS program worldwide, appealing to end-users in consulting companies, contractors, governmental authorities, and research entities at universities/research institutions within the coastal and offshore engineering and geotechnical and foundation engineering communities.