• L. Roldan, F. Spinazzola*, M. Sottile
    ISC2024.

    Abstract
    The state of the practice to evaluate the dynamic liquefaction potential of a soil column entails the use of simplified methods that compares the cyclic stress ratio with [...]

  • U. Matthiesen*, M. Pohl
    ISC2024.

    Abstract
    The Federal Waterways and Shipping Administration of Germany is currently planning the construction of a lock next to the existing Lueneburg twin ship lift on the Elbe Lateral [...]

  • Y. Vargas-Alzate*, D. Tarragó, A. Zapata-Franco, A. Gens
    ISC2024.

    Abstract
    A new geotechnical site investigation has been conducted in the southern breakwater basin of the Port of Barcelona, for which hundreds of in-situ and lab tests have been performed. [...]

  • H. Nierwinski, T. Menegaz*, E. Odebrecht, F. Schnaid, R. Pfitscher, F. Mantaras
    ISC2024.

    Abstract
    There are several correlations in the literature that allow an estimate of the soil unit weight for natural soils, but when dealing with materials whose actual specific gravity [...]

  • J. Wierzbicki, K. Stefaniak
    ISC2024.

    Abstract
    The paper presents the possibilities of geostatistical analysis of geotechnical data using cluster analysis. As a result of the analysis, geological data from boreholes were [...]

  • C. Caballero, P. Castillo, J. Castrellon, S. Rodriguez, J. Gallardo
    ISC2024.

    Abstract
    The Tierras Altas region in Chiriqui, Panama presents a high agricultural activity susceptible to extreme climatic events, especially precipitation and surface runoff due [...]

  • K. Suto*
    ISC2024.

    Abstract
    The N-value by the standard penetration test (SPT) is commonly used for site characterisation in geotechnical engineering. S-wave velocity, typically estimated by borehole [...]

  • K. Rollins, N. Salvatore*, B. Cox, T. Jackson
    ISC2024.

    Abstract
    In 2022, a new set of probabilistic shear wave velocity (𝑉𝑆) based liquefaction triggering curves was developed for gravelly soil by Rollins et al., using a [...]

  • A. Schteinman, H. William*, S. Nazem
    ISC2024.

    Abstract
    Cone penetration testing (CPT) is a widely used technique for soil characterisation. The introduction of the Global Industry Standard for Tailings Management (GISTM) in 2019 [...]

  • E. Koch*, M. Mayassah, R. Ray
    ISC2024.

    Abstract
    Due to climate change over the last decades, flood events in Hungary and other European countries have become increasingly frequent, with greater intensity and duration. These [...]

  • Y. Hara*, R. Kuwano
    ISC2024.

    Abstract
    This study examines the detection of subsurface cavities using seismic wave propagation. Both vertical and horizontal excitation methods were employed to measure the reflection [...]

  • M. Yadhunandan, P. Anbazhagan
    ISC2024.

    Abstract
    The pressuremeter measures both the pressuremeter modulus and the limit pressure, which are used to estimate the bearing capacity of the foundation according to different [...]

  • A. Miliopoulou*
    ISC2024.

    Abstract
    This paper presents the methodology for calculating the peak deviator stress and strain at peak deviator stress uncertainty of triaxial compression tests on water saturated, [...]

  • J. Birks*, I. Papadatos, M. Rufo
    ISC2024.

    Abstract
    The HS2 Bromford Tunnel intermediate shaft has an external diameter of 21.9m and a depth to formation of 47.1m below ground surface. The shaft is formed with a 63.1m deep [...]

  • E. Obando Hernandez, A. van Uitert*, P. Hölscher, P. Doornenbal, C. Mas, J. van ‘t Schip
    ISC2024.

    Abstract
    We evaluated the feasibility of existing fibre optic telecommunication cable as a Distributed Acoustic Sensors (DAS) for shallow ground characterization alongside railways [...]

  • H. Cabrera, U. Lobón, S. Palanisamy*, A. Batalla, D. Albiol, M. Camafort, L. Bento, N. Devanthery
    ISC2024.

    Abstract
    One of the challenges in urban tunnelling projects is to guarantee that the infrastructure assets crossing or adjacent to the tunnel alignment and other new build elements [...]

  • H. Liew*, J. Marti, A. O'Brien
    ISC2024.

    Abstract
    High Speed Two (HS2) is the new high-speed railway line in the UK currently being constructed between London and Birmingham. The designs of many HS2 retaining structures, [...]

  • N. Pinyol*, G. Di Carluccio, J. Moya, J. Bertrand, E. Alonso
    ISC2024.

    Abstract
    A 1.5 km long stretch of a motorway built at midheigt of a valley eroded by an intermittent river, was almost completed in 2009. Budgetary restrictions led to a halt in construction. [...]

  • J. Gili*, M. Janeras, V. Salinas, O. Pedraza, A. Lluch, R. Carballo
    ISC2024.

    Abstract
    Although remote sensing techniques (TLS, DPS) are useful for monitoring wide areas with diffuse hazard, the deployment of sensors in contact with the ground (slopes, cliffs, [...]

  • N. Stark*, M. Gardner, A. Lemnitzer
    ISC2024.

    Abstract
    Ultra-shallow underwater environments (average water depth ≲ 1 meters) in rivers, estuaries, and coastal zones represent the transition between water bodies and landmasses [...]

  • L. Vivin*, C. Vulpe, L. McNab, A. Fourie, J. Boshoff, C. Cai, T. Allemand, T. Bardainne, J. Lepine, N. Lester
    ISC2024.

    Abstract
    Recent examples of tailings dam failure remind us how the monitoring of such sites is important. One major factor affecting the stability of tailings storage facilities (TSFs) [...]

  • T. Gierc*, R. Macciotta, F. Liu
    ISC2024.

    Abstract
    Slope monitoring is vital for open pit mines during operations and nearing closure where pit wall instabilities are present. Change detection using terrestrial laser scanning [...]

  • J. Raventos*
    ISC2024.

    Abstract
    Piezometers are instruments that can produce high-quality information if suitable and effective installation and monitoring procedures are followed. In order to minimise errors [...]

  • M. Horn*, M. Seitz
    ISC2024.

    Abstract
    LiDAR has been used for the last decade to create digital terrain models using Airborne Laser Scans (ALS) with about 10 points per square metre, mainly depending on flight [...]

  • M. Navarro*, M. Janeras, T. Carbonell, J. Pérez
    ISC2024.

    Abstract
    Castellfollit de la Roca village (Catalonia, NE of Spain) stands on top of a basaltic cliff affected by rockfalls that are causing the retreat of the slope and the risk of [...]

  • K. Briggs*, Y. Trinidad Gonzalez, G. Meijer, W. Powrie, N. Sartain, S. Butler
    ISC2024.

    Abstract
    The weathering profile in mudstone outcrops can range from weathered clay to unweathered mudstone. The strength and small-strain stiffness of these materials, and of stiff [...]

  • E. Aceñero, T. Laqué*, Ó. Pérez
    ISC2024.

    Abstract
    Load cells are used to measure tension (kN, tonne-force) in ground anchors and tendons in pre- or post-tensioned structures. Before installing and commissioning, it is strictly [...]

  • O. Samorodov, S. Tabachnikov*
    ISC2024.

    Abstract
    The paper proposes an improved soil base model in the form of a continuous layer of finite distribution capability to simulate and calculate adjacent multistory structures [...]

  • T. Namikawa*
    ISC2024.

    Abstract
    In the quality assurance procedure of the deep cement mixing method, the statistical parameters of the unconfined compressive strength of core samples, core strength, are [...]

  • R. Hen-Jones, G. Comber, P. Worthington, S. Garantini, R. Buckley*, I. Jones
    ISC2024.

    Abstract
    The PS logger is a well-established seismic tool for measuring P and S wave velocities in a single borehole, using low frequency indirect excitation originating from a dipole [...]

  • J. Raventos*
    ISC2024.

    Abstract
    International standards for monitoring under ISO have been under development since 2010 and the intentions were presented during the 8th International Symposium on Field Monitoring [...]

  • M. Roshan, D. Bendea, I. Moldovan*, M. Martins, M. Pultorak, A. Gomes Correia, M. Azenha
    ISC2024.

    Abstract
    Bender elements are a popular experimental device for the measurement of the small strain shear modulus of geomaterials. Bender elements are easy to use, can be easily installed [...]

  • J. Montgomery*, J. Coe, P. Alidoust
    ISC2024.

    Abstract
    Understanding subsurface conditions is critical to creating and maintaining resilient infrastructure systems, such as dams and levees. Seismic geophysical tools can be very [...]

  • C. Morales*, A. Sfriso
    ISC2024.

    Abstract
    Reprocessing old tailings storage facilities (TSFs) has become increasingly common in the past ten years because of economic, environmental, and social reasons. Tailings deposited [...]

  • R. Ruiz Bravo, J. Estaire Gepp, Á. Tijera Carrión*, M. Santana Ruiz de Arbulo
    ISC2024.

    Abstract
    The Laboratorio de Geotecnia-CEDEX uses some software and tools for studying different phenomena and performance of track sections. For this purpose, it is usually necessary [...]

  • S. Dutta*, A. Sachan
    ISC2024.

    Abstract
    Coarse-grained soils are preferably used in geotechnical infrastructure projects such as retaining walls and highway embankments due to their superior drainage and frictional [...]

  • T. Wu*, C. Lin, Q. Tran, E. Pan
    ISC2024.

    Abstract
    The multi-channel analysis of surface waves (MASW) is a widely employed surface wave method. The fundamental mode inversion is the usual scheme in MASW, because separating [...]

  • D. Kuttah*
    ISC2024.

    Abstract
    This study focuses on evaluating in-situ permanent deformation in fine-grained soils through the application of a specially designed Repeated Light Weight Deflectometer (LWD) [...]

  • T. Riccio*, M. Previtali, M. Ciantia, M. Brown
    ISC2024.

    Abstract
    Cemented geomaterials exist in many parts of the world. Structure and bonding largely influence their strength, stiffness, permeability and other hydromechanical properties. [...]

  • A. Almukashfi*, S. Larsen, N. Katic
    ISC2024.

    Abstract
    Understanding the shearing behaviour at soil-structure interfaces is crucial for the analysis and design of geotechnical structures. When significant relative displacements [...]

  • D. Tarragó*, A. Gens, A. Deu
    ISC2024.

    Abstract
    The presence of biogenic gas in the soft soils of the Delta del Llobregat at the Port of Barcelona has already been reported by various authors based on geophysical investigations [...]

  • H. Marin Moreno*, S. Gourvenec, J. Charles
    ISC2024.

    Abstract
    Offshore wind plays a pivotal role in enhancing Europe's energy security and achieving energy decarbonization goals. However, expediting offshore wind deployment necessitates [...]

  • M. Murali, J. Peuchen, L. Sybrandy*, M. Vrolijk, V. Vandeweijer, S. Atkins, S. Carpentier, B. Boullenger
    ISC2024.

    Abstract
    Small strain shear modulus 𝐺 preferred reference method for 𝐺 is an important parameter for design of foundations of fixed offshore structures. The is the seismic [...]

  • C. Bilici, S. Quinteros, S. Smith*, P. Gjerde
    ISC2024.

    Abstract
    Driven by an increase in the scale of laboratory testing programs, the industry is looking for new methods of soil characterisation and ways to extract more benefit from existing [...]

  • A. El Hajjar, J. Creasey, E. Ibraim, A. Conn, G. Martin, A. Diambra, D. Igoe, D. White
    ISC2024.

    Abstract
    Monopiles are the most widespread foundation option for offshore wind turbine foundations and their design is largely governed by lateral stability and serviceability. The [...]

  • M. van Cappelle*, L. Arlott, W. van Kesteren
    ISC2024.

    Abstract
    A preliminary ground model was prepared for the planned Dogger Bank South Wind Farm Sites in the UK sector of the North Sea. This ground model is based on a geological interpretation [...]

  • L. Prendergast*, K. Gavin, M. Arroyo, G. Eiksund
    ISC2024.

    Abstract
    The European offshore wind sector has grown rapidly, with significant advances in turbine technologies, in creased sizes, and construction locations further from the shore [...]

  • T. Andrade, J. Fernandes, C. Honório, M. Neto, W. Fonseca, D. Eloi*
    ISC2024.

    Abstract
    The geological-geotechnical investigation campaign plays a fundamental role in dam safety by providing essential information for assessing and managing the risks associated [...]

  • D. Moiriat, T. Luong*, P. Reiffsteck, M. Benz Navarrete, B. Mravlja, N. Belić, P. Rischette, N. Theodoulidis, B. Kordic, S. Markušić
    ISC2024.

    Abstract
    This work presents both a summary of its implementation at two post-seismic sites: the island of Cephalonia (Greece), and the Petrinja (Croatia) along the Kupa river. In the [...]

  • S. Espinoza*, G. Villavicencio, G. Suazo, M. Benz, P. Breul, L. Teissier
    ISC2024.

    Abstract
    Chile is the third country with most tailing dams worldwide (764, of which 15% active, 62% inactive, and 23% abandoned). Today, one of the main challenges of the mining industry [...]

  • M. Benz Navarrete*, P. Breul, P. Moustan, G. Villavicencio Arancibia, L. Teissier
    ISC2024.

    Abstract
    Dynamic penetrometer is a worldwide practice in geotechnical exploration and the French Panda (1) lightweight variable energy is the most developed device nowadays. Widely [...]

  • M. Benz Navarrete, P. Breul, Q. Tran*, C. Forestti, T. Luong
    ISC2024.

    Abstract
    Based on the principle of the Panda® penetrometer, a third-generation of variable-energy dynamic cone penetrometer has been developed in France: the Panda 3(1). This is an [...]

  • J. Gargullo*, R. Luna
    ISC2024.

    Abstract
    As part of the global efforts to mitigate climate change and foster sustainable development, the construction of solar power plants has experienced significant growth in the [...]

  • R. Cudmani*, R. Cudmani
    ISC2024.

    Abstract
    During the so‐called vibro‐penetration test (VPT), a vertical harmonic excitation force drives a rod with a conical tip into the ground. For the evaluation of the VPT [...]

  • S. Lopez, M. Benz*, S. Espinoza, J. Canou, J. Dupla
    ISC2024.

    Abstract
    Dynamic penetration tests DPT have been routinely employed in the geotechnical characterization of the subsoil in different types of engineering projects. The evaluation of [...]

  • C. Forestti, C. Oliveira, M. Benz, P. Breul, B. Chevalier
    ISC2024.

    Abstract
    The Dynamic Penetration Test (DPT) is widely applied for soil field characterization. The technique is usually appreciated as a simple and cost-effective means of determine [...]

  • G. Dalla Santa, P. Simonini*
    ISC2024.

    Abstract
    In Padova's historic centre lies the renowned Scrovegni’s Chapel, painted by Giotto in 1303. The local subsoil primarily consists of silty sand with some layers of silt. [...]

  • T. Luong*, P. Reiffsteck, M. Benz Navarrete, F. Szymkiewicz
    ISC2024.

    Abstract
    To develop an advanced and innovative method for shallow foundations design with the aid of dynamic penetration testing technique, several in-situ tests are realized on various [...]

  • J. Lee*, G. Park, N. Kim, D. Kim, S. Kim
    ISC2024.

    Abstract
    This study characterizes the dynamic responses of hammer weight and drop height in dynamic penetration tests. The tests were conducted using an instrumented dynamic cone penetrometer [...]

  • G. Dalla Santa*, F. Ceccato, P. Simonini
    ISC2024.

    Abstract
    Diatomaceous soils, composed of diatom fossils and clay minerals typically formed in volcanic environments, exhibit characteristics such as low unit weight, high plasticity [...]

  • J. Rong*, M. Nazem
    ISC2024.

    Abstract
    In offshore engineering, a geotechnical site investigation is an important step in analysis and design to ensure the integrity and serviceability of infrastructure. The Cone [...]

  • N. Kim*, J. Cho, Y. Lee
    ISC2024.

    Abstract
    Recently, the increasing severity of climate change attributable to global warming has emphasized the imperative of carbon absorption to mitigate greenhouse gas emissions. [...]

  • J. Ahn*, Y. Lee
    ISC2024.

    Abstract
    Climate change, such as increase in CO2 levels and rising temperatures, can have a significant impact on paddy rice production and increase the uncertainty of yield forecasts. [...]

  • I. Bernardes, G. Frainz*
    ISC2024.

    Abstract
    The conventional particle size test has been a widely used method in the characterization of soils and tailings. Such information is particularly useful in the evaluation [...]

  • L. Rezende, C. Aguiar*, L. Soares, C. Lemos, L. Dias
    ISC2024.

    Abstract
    The evaluation of safety conditions in dams is of utmost importance to ensure stability and often involves subsurface investigation methods. Geophysical methods have emerged [...]

  • C. Shi*, Y. Wang, V. Kamchoom
    ISC2024.

    Abstract
    A sound understanding of subsurface geological conditions is crucial for the digitalisation of underground infrastructure. The building and updating of underground digital [...]

  • E. Koch*, S. Alsamia
    ISC2024.

    Abstract
    The Szigetköz (Hungary) is a hotbed of sand boil formation, owing to the combination of a 100-250 m thick gravel layer beneath a relatively thin covering of poor soil with [...]

  • J. Park*, C. Lee
    ISC2024.

    Abstract
    We present a novel method using four artificial intelligence (AI) algorithms to anticipate the cumulative degree of soil compaction (CDSC) after dynamic compaction (DC). Four [...]

  • J. Xie, J. Huang*, S. Huang
    ISC2024.

    Abstract
    Laboratory and geophysical tests are commonly used in site characterization. Combining these data sets based on empirical relationships can essentially enhance data interpretation. [...]

  • A. Llabani*, N. Kopliku
    ISC2024.

    Abstract
    The preservation and documentation of cultural heritage sites are fundamental to safeguarding our shared history and identity. This study explores the innovative application [...]

  • I. Marzouk*, F. Tschuchnigg
    ISC2024.

    Abstract
    The success of numerical analysis relies on several factors, with one crucial aspect being the accurate determination of constitutive model parameters. Extracting these parameters [...]

  • Q. Jiang*, J. Zhang, D. Zhang
    ISC2024.

    Abstract
    The distribution of natural strata is uncertain due to tectonic movements and sedimentation. Capturing geological uncertainty is a challenge for traditional deterministic [...]

  • Y. Hu*, Z. Wang, X. Guo
    ISC2024.

    Abstract
    In engineering geology and geotechnical engineering, subsurface soils and rocks are natural geomaterials and exhibit inherent variability in stratigraphy due to geological [...]

  • E. Baziw*
    ISC2024.

    Abstract
    In cone penetration testing (CPT) an electronic penetrometer is pushed at a constant rate into penetrable soils and cone bearing (qc), sleeve friction (fc) and dynamic pore [...]

  • J. Gamez*, S. Olson
    ISC2024.

    Abstract
    In critical state soil mechanics, the critical state refers to the combination of effective stress and void ratio (e) at which a soil continues to shear with no change in [...]

  • H. Kamyab Farahbakhsh*
    ISC2024.

    Abstract
    Soil boundary delineation is an important task in geotechnical site characterization. It can be achieved by either extracting borehole samples, conducting laboratory tests, [...]

  • J. Vantassel*, S. Bhochhibhoya
    ISC2024.

    Abstract
    Non-invasive site characterization techniques have the potential to rapidly evaluate large subsurface volumes to guide subsequent invasive geotechnical site investigation. [...]

  • A. Malaj*, S. Allkja, J. Belliu, I. Kero
    ISC2024.

    Abstract
    Porto Romano port complex new facilities are part of the expansion plans of Durres port and its modernisation. However, the relocation site presented many significant spatial [...]

  • C. Sastre Jurado, B. Stuyts*
    ISC2024.

    Abstract
    This paper presents the implementation into the open-source finite element simulation framework OpenSees of the new Unified CPT-based method for driven piles in sands. The [...]

  • L. Siemann*, P. Masoudi, R. Maraka, R. Opris, Y. Pande, N. Römer-Stange, N. Morales, T. Mörz
    ISC2024.

    Abstract
    The further development of offshore windfarm areas in various countries plays a key role in the transition of energy production towards renewable sources. As offshore windfarm [...]

  • J. Llopart*, P. Behjati, I. Aliguer
    ISC2024.

    Abstract
    Geotechnical characterization of site materials is of paramount importance in the construction and mining industry. The analysis of large volumes of geotechnical information [...]

  • J. García-Rincón*
    ISC2024.

    Abstract
    Most contaminated site investigations still rely on conventional characterisation approaches based on collecting a limited number of soil samples and installing long-screened [...]

  • J. García-Rincón*, E. Atekwana, E. Gatsios, R. Lenhard, R. Naidu
    ISC2024.

    Abstract
    Petroleum hydrocarbons (PHCs) such as gasoline and diesel are among the most common and widespread contaminants in urban and industrial environments. The authors were engaged [...]

  • R. Brinkgreve*, A. Zekri, A. Laera
    ISC2024.

    Abstract
    The use of soil data is essential in geotechnical design, but in a preliminary project phase such data are usually limited to that inferred from field tests, like CPT, SPT [...]

  • H. Felic, I. Marzouk, F. Tschuchnigg, T. Peterstorfer
    ISC2024.

    Abstract
    Non-linear soil behaviour adds complexity in accurate parameter selection for numerical modelling. One of these parameters is the small-strain shear stiffness. This parameter [...]

  • K. Fakharian*, F. Kaviani-Hamedani, M. Bahrami, H. Vaezian, I. Attar, M. Hashemi, A. Osouli, T. Bahrami
    ISC2024.

    Abstract
    Precast concrete piles are adopted as a foundation solution in liquefiable silty sand and sandy silt layers of north of Oman Sea shorelines for large diameter liquid tanks. [...]

  • J. Sosnoski*, A. Meier, G. Dienstmann, H. Nierwinski, E. Odebrecht, F. Mantaras
    ISC2024.

    Abstract
    The present paper aims to validate the applicability of a piezoball test equipped with pressure transducers at the probe’s tip, middle, and equator faces to estimate the [...]

  • K. Fuławka*, L. Stolecki, I. Jaśkiewicz-Proć, R. Kołodziej
    ISC2024.

    Abstract
    Seismic activity and related rockbursts are currently one of the most dangerous threats negatively affecting work safety and continuity of operation in Polish underground [...]

  • I. Entezari*, J. Sharp, P. Mayne
    ISC2024.

    Abstract
    This paper is an extension of our previous research investigating the potential of machine learning models to estimate shear wave velocity (Vs) from piezocone penetration [...]

  • H. Li, Z. Ouyang*
    ISC2024.

    Abstract
    Obtaining soil parameters through laboratory tests and solving the governing equations that describe soil settlement can be time-consuming, making immediate on-site predictions [...]

  • J. Valderrama*, M. O'Neill, F. Bransby, P. Watson, M. Bertolacci, A. Zammit-Mangion
    ISC2024.

    Abstract
    Knowledge of seabed properties away from investigated locations is often required, for example, when geotechnical surveys are sparse or when the field layout changes between [...]

  • E. Revelo-Obando*, R. Ghose, M. Hicks
    ISC2024.

    Abstract
    Capturing the spatial variability in soil is crucial for ground response analyses in the context of seismic hazard mitigation. The lateral variability in thickness and properties [...]

  • G. Pinto*, M. Araujo, A. Faria, J. Carneiro, M. Junior
    ISC2024.

    Abstract
    The Cone Penetration Test (CPTu) can be used to evaluate the soil behaviour and properties through correlations (empirical and/or analytical), and the results must be compared [...]

  • F. Patino-Ramírez*, J. Salomon, Y. Yang, A. Holmes, C. O’Sullivan
    ISC2024.

    Abstract
    The exploration, characterisation, and monitoring of the subsurface is relevant to a wide range of applications, from environmental monitoring and in-situ characterisation [...]

  • M. Saqib*, A. Das, N. Ranjan, P. Patra
    ISC2024.

    Abstract
    The influence of soil crushability on the strength parameters of aragonite sand under cyclic undrained conditions is investigated in this study. The investigation used aragonite [...]

  • P. Singh*, D. Haritwal, G. Ramana, M. Datta
    ISC2024.

    Abstract
    Characterization of the unsaturated zone below an MSW landfill is critical to evaluate the groundwater pollution vulnerability assessment. The permeability of the soil in [...]

  • B. Meneguz, H. Nierwinski, B. Caetani*
    ISC2024.

    Abstract
    Reducing the extraction of natural resources is a current demand in the construction industry. Studies show that eggshells are rich in calcium carbonate and have the potential [...]

  • B. Rocha, R. Rodrigues, H. Giacheti*
    ISC2024.

    Abstract
    The fundamentals for predicting the mechanical behavior of soils by in situ tests have been developed for conventional soils (either clay or sand) based on the stress history. [...]

  • F. Farzaneganpour, F. Bransby*, C. O’Loughlin
    ISC2024.

    Abstract
    This paper presents and discusses results from a series of cone, vane and footing tests in a carbonate silty sand, conducted in a geotechnical centrifuge, that investigate [...]

  • V. Terente, D. HIxman, H. Waterson, M. Wetton*
    ISC2024.

    Abstract
    There is an increased need for submarine cable infrastructure across the world to serve the offshore wind power industry and the expansion of the submarine interconnectors [...]