Development and verification of a miniature cone penetration test [PDF]
, 2019 2019 Spring.Includes bibliographical references.The objectives of this research were to design and validate a miniature cone penetration test (MCPT) system for testing fine-grained soils.
Kahramanoglu, Kubra
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Piezocone Penetration Testing Device [PDF]
, 2018 Hydraulic characteristics of soils can be estimated from piezocone penetration test (called PCPT hereinafter) by performing dissipation test or on-the-fly using advanced analytical techniques. This research report presents a method for fast estimation of
Bekele, Benyam M. +2 more
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Evaluation of geotechnical parameters of reclaimed land from near-surface seismic refraction method. [PDF]
Heliyon, 2021 Adewoyin OO +4 more
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Field Test and Numerical Simulation on the Long-Term Thermal Response of PHC Energy Pile in Layered Foundation. [PDF]
Sensors (Basel), 2021 Zhang G, Cao Z, Liu Y, Chen J.
europepmc +1 more source
Experimental Validation of Deflections of Temporary Excavation Support Plates with the Use of 3D Modelling. [PDF]
Materials (Basel), 2022 Marek K +4 more
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Effective Stress Method for Piezocone Evaluation of S\u3csub\u3eu\u3c/sub\u3e [PDF]
, 1993 A simple piezocone model combines spherical cavity expansion theory and modified Cam Clay concepts to represent both the corrected cone tip resistance (qT) and penetration pore water pressure measured behind the tip (ubt).
Chen, B. S., Mayne, P. W.
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Estimating plasticity index directly from piezocone penetration tests in saturated natural soils
Canadian Geotechnical JournalPlasticity index, Ip, is a relatable parameter for most geotechnical engineers, because Ip can be used to estimate other soil properties, such as internal friction angle, compression index, and low-strain shear modulus. Consequently, a method for estimating Ip directly from a piezocone penetration test (CPTU), which measures cone resistance, sleeve ...
N. Ramsey, K.K. Tho
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Yantu gongcheng xuebaoThe determination of earth pressure is a key element for the design of retaining structures of deep excavations. However, the existing earth pressure models can not reasonably consider the change of soil properties induced by excavation activities.
LIU Songyu 1, 2, LAI Fengwen 3, CAI Guojun 4, LI Hongjiang 1, LU Taishan 1, ZHANG Chaozhe 1
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Modeling of a soft sensitive marine silty clay deposit for a landfill expansion study [PDF]
, 2006 An in situ testing program and finite element modeling of Presumpscot Formation glaciomarine clays in South Portland, Maine was undertaken as part of a landfill expansion feasibility study.
Roche, John
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Physical property of MICP-treated calcareous sand under seawater conditions by CPTU
BiogeotechnicsMICP (Microbially induced calcite precipitation), an environmentally friendly soil improvement technique, has great potential in ocean engineering due to its ability to promote the precipitation of calcium carbonate through microbial activity to enhance ...
Kemeng Yu +4 more
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