Constrained modulus of fine-grained soils from in situ-based correlations and comparison with laboratory tests [PDF]
E3S Web of ConferencesThe Constrained Modulus of soil is an important parameter to quantify compressibility of soils and calculate consolidation settlements, especially for clays. It is often expressed in terms of 1D constrained modulus, M or its inverse coefficient of volume
Dhimitri Luisa, Powell John J.M.
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Usefulness of the CPTU method in evaluating shear modulus G0 changes in the subsoil
Studia Geotechnica et Mechanica, 2021 This article contains the analysis of the correlation between the cone resistance qc from CPTU tests and shear modulus G0 determined from seismic tests SDMT and SCPTU.
Młynarek Zbigniew +2 more
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Insights from CPTu and Seismic Cone Penetration Testing in the Kathmandu Valley, Nepal
Frontiers in Built Environment, 2021 Seismic hazard assessment often relies on static piezocone penetration tests (CPTu) to estimate the cyclic resistance ratio (CRR) and for the evaluation of in situ soil behavior.
Charlotte E. L. Gilder +3 more
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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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CPTU-based probabilistic model and evaluation method for liquefaction of sandy and silty soils
Yantu gongcheng xuebao, 2023 The liquefaction of cohesionless soils is closely related to the pore water pressure. The in situ testing technology, piezocone penetration test (CPTU) which can directly measure the pore water pressure, has unique advantages in liquefaction evaluation ...
DUAN Wei 1, 2, 4, CAI Guojun 2, 3, 4, ZHAO Zening 2, LIU Songyu 2 , DONG Xiaoqiang 1
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Comparison of earthquake acceleration amplification values based on the CPTu and geomorphology approach in the area around the Lembang Fault, Indonesia [PDF]
E3S Web of Conferences, 2023 The Lembang Fault is one of the sources of earthquakes in the Bandung Basin area, Indonesia. Located at coordinates -6.795075°, 107.463449° to -6.865538°, 107.737159° and has a segment length of approximately 29 km, this fault has a potential earthquake ...
Jaya Syahbana Arifan +7 more
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Mechanical properties of soils in internal waste bank of lignite mines and their primary characteristics [PDF]
Archives of Civil EngineeringThe modern development of urban areas is related to, among others, the location of industrial facilities on the outskirts of cities. More and more often, commercial buildings are founded on areas that have not been used for construction so far.
Jędrzej Wierzbicki +2 more
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Mechanical characterisation of lacustrine clay by interpreting spatial variability in CPTU measurements [PDF]
, 2011 Transportation infrastructure is common in highly populated areas near the major lakes in the Swiss 'Mittelland', where extensive deposits of normally consolidated post glacial clays have formed.
Casini, F, Springman, S, Vessia, G
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Yantu gongcheng xuebao, 2023 In geotechnical engineering investigation, the multivariate in-situ test data fusion method has become the research trend, and it has obvious advantages in improving the accuracy of parameters and the evaluation of strength characteristics of soils.
ZHANG Guochao 1, YU Song 1, ZHANG Junjie 1, ZHANG Rong 1, WANG Yong 2
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CPTU-Based Offshore Wind Monopile Rigid Bearing Mechanism Analysis
Journal of Marine Science and EngineeringWith the development of the offshore wind industry in China, the amount of offshore wind turbines has increased rapidly. Large-diameter steel monopile foundations of offshore wind turbines have been widely adopted in China with lots of marine clay ...
Jie Zhou +6 more
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