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    <language>eng</language>
    <pageFirst>53</pageFirst>
    <pageLast>59</pageLast>
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    <title language="eng">Please Avoid Tilting - Application-Oriented Design and Monitoring Model for Foundation Structures Subjected to Cyclic Loads</title>
    <abstract language="eng">A great deal is possible, even on the seabed. Together, wind and waves shake the foundations of the offshore wind turbines. "ere is also the “normal” current and ebb and #ow of the tides that are so distinctive in the North Sea. Pore water pressure can also occur on the seabed, loosening it. Where monopiles are involved, the worst case is that the stability of the whole turbine can be altered – even if such a monopile rammed into the seabed has a diameter of up to eight metres. Over half the planned offshore wind turbines in the North and Baltic Seas are to have monopile foundations, and over 40 % are to have multi-pile foundations, designed for example as a tripod. "is is why pile foundations and their loads deserve special attention. For one thing above all is to be avoided in plant operations, and that is the risk of turbine tilt.</abstract>
    <parentTitle language="eng">Sea, Wind, Power</parentTitle>
    <identifier type="isbn">978-3-662-53178-5</identifier>
    <identifier type="doi">10.1007/978-3-662-53179-2</identifier>
    <author>Werner Rücker</author>
    <author>Pablo Cuéllar</author>
    <author>Steven Georgi</author>
    <author>Krassimire Karabeliov</author>
    <author>Matthias Baeßler</author>
    <author>Björn Johnsen</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Pile foundations</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Offshore wind turbines</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Cyclic loads</value>
    </subject>
    <collection role="ddc" number="621">Angewandte Physik</collection>
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  <doc>
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    <publishedYear>2020</publishedYear>
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    <title language="eng">Deep foundations for offshore wind turbines. Lecture 1: Axial behaviour</title>
    <title language="spa">Cimentaciones profundas para aerogeneradores marinos - Parte 1: Comportamiento axial</title>
    <abstract language="eng">This presentation deals with the phenomenology and design of pile foundations for offshore wind turbines, and is divided into two lectures.&#13;
The first lecture presents a brief introduction to the context and peculiarities of such foundations, and then focuses on the particular case of axially loaded piles. This part is most relevant for the relatively slender piles of the multi-pile substructures (i.e. jackets and tripods). A clear distinction between physical phenomenology and practical design is drawn here.</abstract>
    <enrichment key="eventName">Masters course on Soil Mechanics and Geotechnical Engineering. Geotechnical Laboratory of CEDEX</enrichment>
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    <enrichment key="eventStart">21.04.2020</enrichment>
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    <author>Pablo Cuéllar</author>
    <subject>
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      <value>Pile foundations</value>
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    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Offshore wind turbines</value>
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    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Physical phenomenology</value>
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  <doc>
    <id>51059</id>
    <completedYear/>
    <publishedYear>2020</publishedYear>
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    <title language="eng">Deep foundations for offshore wind turbines. Lecture 2: lateral behaviour and advanced topics</title>
    <title language="spa">Cimentaciones profundas para aerogeneradores marinos - Parte 2: Comportamiento lateral y tematica avanzada</title>
    <abstract language="eng">This presentation deals with the phenomenology and design of pile foundations for offshore wind turbines, and is divided into two lectures. The second lecture continues with the case of lateraly loaded offshore piles, which bears most relevance for the case of the monopile foundations. Here again, a clear separation between physical reality and design methods is intended.&#13;
Finally, the last part of the second lecture introduces several advanced topics which lie outside the classical design approaches, namely the hydromechanical coupling effects (i.e. the excess pore-pressure generation around the monopiles), the cyclic pile fatigue and the so-called pile setup (i.e. the time effects on the axial pile capacity). The relevance of the latter two topics is illustrated with experimental results from a field testing campaign on real large-scale piles.</abstract>
    <enrichment key="eventName">Masters course on Soil Mechanics and Geotechnical Engineering. Geotechnical Laboratory of CEDEX</enrichment>
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    <enrichment key="eventStart">21.04.2020</enrichment>
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    <author>Pablo Cuéllar</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Pile foundations</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Offshore wind turbines</value>
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    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Physical phenomenology</value>
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      <value>Design methods</value>
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  <doc>
    <id>39585</id>
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    <publishedYear>2017</publishedYear>
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    <language>eng</language>
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    <title language="eng">Deep foundations for offshore wind turbines</title>
    <title language="spa">Cimentaciones profundas para&#13;
Aerogeneradores marinos</title>
    <abstract language="eng">In this lecture, both the physical behaviour and the general design procedures for deep foundations in the context of the offshore wind energy generation are presented. The first part of the lecture deals with the phenomenology and design of the pile foundations relative to the bearing of axial loads. The second part dwelves on the particularities of the lateral loads as well as on two research topics beyond the current design procedures, namely the hydromechanical coupling and the aging and fatigue phenomena as observed in the course of large-scale field tests.</abstract>
    <enrichment key="eventName">Internation Masters Course on Soil Mechanics and Geotechnical Engineering</enrichment>
    <enrichment key="eventPlace">Geotechnical Laboratory of CEDEX, Madrid, Spain</enrichment>
    <enrichment key="eventStart">27.03.2017</enrichment>
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    <author>Pablo Cuéllar</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Pile foundations</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Offshore wind turbines</value>
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    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Axial and lateral design</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Physical phenomenology</value>
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  <doc>
    <id>39341</id>
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    <publishedYear>2017</publishedYear>
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    <language>eng</language>
    <pageFirst>61</pageFirst>
    <pageLast>67</pageLast>
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    <issue/>
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    <type>bookpart</type>
    <publisherName>Springer</publisherName>
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    <title language="eng">Uncharted Territory on the Seabed - Monitoring Procedures and Assessment Model for the Foundations of Offshore Wind Turbines</title>
    <abstract language="eng">Offshore wind turbines enter unknown territory, especially where the foundations are concerned. This is because offshore wind power can only make use of the experience from the common offshore constructions used by the oil and gas industry to a limited extent. The offshore wind industry has tried to reduce foundation dimensions, especially the pile lengths, as much as possible compared with those of the oil and gas industry. This is because with the large number of wind turbines involved it can provide considerable economic advantages. On the other hand, the stability of the foundations is additionally at risk because due to the much larger number of cyclic loads they are subjected to it is very difficult to predict how they will behave. Since offshore wind farms are manufactured in series, every systematic fault in the foundation acts as a series fault for a large number of turbines. This calls for monitoring – and the right dimensions of pile foundation, the most common type of foundations used for wind turbines</abstract>
    <parentTitle language="eng">Sea, Wind, Power</parentTitle>
    <identifier type="isbn">978-3-662-53178-5</identifier>
    <identifier type="doi">10.1007/978-3-662-53179-2</identifier>
    <author>Matthias Baeßler</author>
    <author>Pablo Cuéllar</author>
    <author>Steven Georgi</author>
    <author>Krassimire Karabeliov</author>
    <author>Werner Rücker</author>
    <author>Björn Johnsen</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Offshore wind turbines</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Field tests</value>
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    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Axial pile capacity</value>
    </subject>
    <collection role="ddc" number="621">Angewandte Physik</collection>
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    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
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  <doc>
    <id>57176</id>
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    <publishedYear>2023</publishedYear>
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    <title language="eng">Deep foundations for offshore wind turbines - 1st part: axial behavior</title>
    <title language="spa">Cimentaciones profundas para aerogeneradores marinos. 1a parte: Comportamiento axial</title>
    <abstract language="eng">This presentation deals with the phenomenology and design of pile foundations for offshore wind turbines, and is divided into two lectures.&#13;
The first lecture presents a brief introduction to the context and peculiarities of such foundations, and then focuses on the particular case of axially loaded piles. This part is most relevant for the relatively slender piles of the multi-pile substructures (i.e. jackets and tripods). A clear distinction between physical phenomenology and practical design is drawn here.</abstract>
    <enrichment key="eventName">Masters course on Soil Mechanics and Geotechnical Engineering. Geotechnical Laboratory of CEDEX</enrichment>
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    <enrichment key="eventStart">17.03.2023</enrichment>
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    <author>Pablo Cuéllar</author>
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      <language>eng</language>
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      <value>Pile foundations</value>
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    <subject>
      <language>eng</language>
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      <value>Offshore wind turbines</value>
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    <subject>
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      <value>Physical phenomenology</value>
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    <title language="eng">Deep foundations for offshore wind turbines - 2nd part: lateral behavior &amp; advanced topics</title>
    <title language="spa">Cimentaciones profundas para aerogeneradores marinos. 2a parte: Comportamiento Lateral + Temática avanzada</title>
    <abstract language="eng">This presentation deals with the phenomenology and design of pile foundations for offshore wind turbines, and is divided into two lectures.&#13;
The second lecture continues with the case of laterally loaded offshore piles, which bears most relevance for the case of the monopile foundations. Here again, a clear separation between physical reality and design methods is intended.&#13;
Finally, the last part of the second lecture introduces several advanced topics which lie outside the classical design approaches, namely the hydromechanical coupling effects (i.e. the excess pore-pressure generation around the monopiles), the cyclic pile fatigue and the so-called pile setup (i.e. the time effects on the axial pile capacity). The relevance of the latter two topics is illustrated with experimental results from a field testing campaign on real large-scale piles.</abstract>
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    <author>Pablo Cuéllar</author>
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    <subject>
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    <title language="eng">Deep foundations for offshore wind turbines</title>
    <title language="spa">Cimentaciones profundas para aerogeneradores marinos</title>
    <abstract language="eng">This presentation deals with the phenomenology and design of pile foundations for offshore wind turbines, and is divided into two lectures.&#13;
The first lecture presents a brief introduction to the context and peculiarities of such foundations, and then focuses on the particular case of axially loaded piles. This part is most relevant for the relatively slender piles of the multi-pile substructures (i.e. jackets and tripods). A clear distinction between physical phenomenology and practical design is drawn here.&#13;
The second lecture continues with the case of lateraly loaded offshore piles, which bears most relevance for the case of the monopile foundations. Here again, a clear separation between physical reality and design methods is intended.&#13;
Finally, the last part of the second lecture introduces several advanced topics which lie outside the classical design approaches, namely the hydromechanical coupling effects (i.e. the excess pore-pressure generation around the monopiles), the cyclic pile fatigue and the so-called pile Setup (i.e. the time effects on the axial pile capacity). The relevance of the latter two topics is illustrated with experimental results from a field testing campaign on real large-scale piles.</abstract>
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    <enrichment key="eventPlace">Laboratorio de Geotecnia, CEDEX, Madrid, Spain</enrichment>
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    <author>Pablo Cuéllar</author>
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      <value>Pile foundations</value>
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    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Offshore wind turbines</value>
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      <language>eng</language>
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