Results 61 to 70 of about 1,100 (141)
A CPTU‐Based Prediction Method for Undrained Shear Strength With Quantified Uncertainty
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.The engineering properties of seabed soils are crucial to the foundation design of offshore structures. Among them, the undrained shear strength (su) is a key parameter for evaluating the shear failure resistance of saturated cohesive soils. Although empirical equations based on piezocone penetration tests (CPTU) offer a convenient approach for ...
Hong Xia +3 more
wiley +1 more source
An Ensemble Method for Soil Parameter Prediction Based on Multisource Data Fusion
Advances in Civil Engineering, Volume 2024, Issue 1, 2024.Site investigation is crucial in geotechnical engineering. The cone penetration test (CPT) and the multichannel analysis of surface waves (MASWs) are widely used as geotechnical and geophysical methods, respectively. CPT offers high precision but requires a high cost and only provides soil information at limited locations.
Mingyuan Wang +5 more
wiley +1 more source
Hydromechanical Properties of Gas Hydrate‐Bearing Fine Sediments From In Situ Testing
Journal of Geophysical Research: Solid Earth, Volume 123, Issue 11, Page 9615-9634, November 2018., 2018 Abstract The hydromechanical properties of gas hydrate‐bearing sediment are key in assessing offshore geohazards and the resource potential of gas hydrates. For sandy materials, such properties were proved highly dependent on hydrate content (Sh) as well as on their distribution and morphology.
F. Taleb, S. Garziglia, N. Sultan
wiley +1 more source
Evaluating undrained shear strength and sensitivity in soft sensitive clay using piezocone and field vane tests [PDF]
Evaluating undrained shear strength in clayey soils, especially soft sensitive clays in Finland, is crucial for several geotechnical engineering applications.
Agaiby, S. S. +3 more
core +4 more sources
Landslides in sensitive soils, Tauranga, New Zealand. [PDF]
, 2013 In the Tauranga region sensitive soil failures commonly occur after heavy rainfall events, causing considerable infrastructure damage. Several notable landslides include a large failure at Bramley Drive, Omokoroa in 1979, the Ruahihi Canal collapse in ...
Cunningham, Michael J. +5 more
core +1 more source
Applied SciencesClarity in monitoring existing foundation structures demands innovative safety analysis methodologies for deep foundations, necessitating advanced models calibrated with real-world field parameters.
Jair de Jesús Arrieta Baldovino +2 more
doaj +1 more source
Development of a Sinkhole Raveling Chart Based on Cone Penetration Test (CPT) Data [PDF]
, 2018 Naturally occurring sinkholes in Florida are formed when the soluble limestone bedrock weathers and creates cavities at its interface with the overburden finer-grained soils. The overburden soil then erodes into the limestone fissures, thus weakening the
Shamet, Ryan +2 more
core +1 more source
Geotechnical investigation and remediation for industrial contaminated sites
Yantu gongcheng xuebao, 2018 Aiming at geotechnical problems in the redevelopment of industrial contaminated sites, the research achievements from the author and his group are throughly summarized.
LIU Song-yu
doaj +1 more source
All EarthAs offshore wind power development has expanded towards deeper and more distant waters, accurately understanding the geotechnical characteristics of thick Quaternary unconsolidated sediments has become a major challenge in engineering geological ...
Yufeng Chen +5 more
doaj +1 more source
A Semi-Empirical Method for Predicting Soil Void Ratio from CPTu Data via Soil Density Correlation
Applied SciencesSoil void ratio is a key parameter in geotechnical engineering design and geological hazard prevention. However, existing methods for determining void ratio are plagued by issues such as difficulty in sampling, susceptibility of samples to disturbance ...
Xiang Meng +6 more
doaj +1 more source