Results 11 to 20 of about 1,361 (122)
Evaluation of Pile Lateral Bearing Capacity-Based on Cone Penetration Test Results
Advances in Civil EngineeringTo analyze the bearing capacity of pile foundations under horizontal loads, a new method based on the piezocone penetration test (CPTU) data for calculating pile p-y curves was proposed.
Yi He +4 more
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Geotechnical Characteristic Assessments of Floodplain Soils Using SCPTU Data in Nanjing, China
Advances in Civil Engineering, 2022 In order to improve the understanding of such floodplain sediments and determining the validity of the tests, an extensive series of multifunctional seismic piezocone tests with pore pressure dissipation phase have been performed and supplemented with ...
Mingfei Zhang, Liyuan Tong, Qiang Wang
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Advances in Civil Engineering, 2019 Because of the strong structural and sensitive behavior, the properties of marine soft soil change greatly when subjected to external disturbances, which leads to great difficulty in reflecting its real mechanical properties in the laboratory soil tests.
Yanbin Fu +3 more
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Advances in Civil Engineering, 2018 Due to the complexity of marine geotechnical engineering, the harsh operating environments, loose subsea soils, and high water contents, it is extremely difficult to obtain soil samples while maintaining the in situ conditions in offshore areas.
Bohong Wu +4 more
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GeosciencesThe increasing occurrence of landslides worldwide causes many human casualties and huge socio-economic losses. Therefore, the fastest and most accurate characterisation of landslides is important.
Kristijan Grabar +3 more
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Development and performance testing of in-flight miniature CPTu equipment on ZJU-400 centrifuge
Yantu gongcheng xuebao, 2022 The piezocone penetration test (CPTu) is an important in-situ soil testing method widely used in conventional 1g condition in engineering practices.
ZHOU Yan-guo 1, 2, 3, WANG Zhi-nan 1, 2, 3, MA Qiang 1, 2, 3, LIANG Tian 4, CHEN Yun-min 1, 2, 3
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The Use of CPTU and DMT Methods to Determine Soil Deformation Moduli—Perspectives and Limitations
Studia Geotechnica et Mechanica, 2023 The article presents the concept of determining constrained modulus—M0, initial shear modulus—G0, Young modulus—E, and rigidity index—IR on the basis of parameters from static penetration tests CPTU (Piezocone Penetration Testing), SCPTU (Seismic ...
Młynarek Z., Wierzbicki J., Lunne T.
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Dominant factors in MiniCone, CPT and pile correlations: A data‐based approach
Deep Underground Science and Engineering, Volume 2, Issue 4, Page 346-358, December 2023., 2023 Using a database comprising MiniCone and cone penetration test (CPT) records in the field and physical modeling with a variety of cone diameters, case study records have been obtained from 140 tests compiled from data from 26 sources. The sources include the results of 20 physical modelings and field data from six sites in 10 countries.
Seyed Sajad Shirani +3 more
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Journal of Flood Risk Management, Volume 16, Issue 2, June 2023., 2023 Abstract This article discusses the levee failure that occurred on 6 December 2020 at Castelfranco Emilia, near Modena (Italy), showing that it cannot be explained without assuming the presence of local heterogeneities or a small cavity. The possible presence of these defects is supported by evidence derived from historical data and site observations ...
Francesca Ceccato, Paolo Simonini
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Sedimentology, Volume 70, Issue 4, Page 1302-1327, June 2023., 2023 ABSTRACT Cone penetration tests, a method that is typically used to determine the engineering properties of soils, can be used as an effective tool for refined subsurface stratigraphic investigations of alluvial and coastal plains, aside from the geographic location.
Bruno Campo +2 more
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