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Determination Permeability Coefficient from Piezocone [PDF]

open access: yesAdvances in Materials Science and Engineering, 2014
The permeability coefficient of soil profile is one of the problems concerned by engineers, and the determination of permeability coefficient method mainly relies on the laboratory permeability test and field pumping test, but these tests are time ...
Qiang Wang, LiYuan Tong
doaj   +2 more sources

Results of field testing of municipal solid waste by combination of CPTU and MASW [PDF]

open access: yesData in Brief, 2018
The cone penetration testing of MSW by piezocone (CPTU) in combination with the multichannel analysis of surface waves (MASW) provide extensive data about estimated values of physico-mechanical properties of wastes, which are usually unavailable in ...
Vadim Ofrikhter   +2 more
doaj   +2 more sources

Cone penetration index for soil behaviour type prediction [PDF]

open access: yesScientific Reports, 2022
Several approaches have been proposed to classify soil types using both cone and piezocone penetration tests. The chart relating the normalized cone resistance (Q tn ) and the friction ratio (F r ) has proven to be the most reliable method.
Denilson José Ribeiro Sodré
doaj   +2 more sources

Data on horizontal hydraulic conductivity of fine-grained soils of the former Lake Texcoco (Mexico) [PDF]

open access: yesData in Brief, 2018
This article contains data of the horizontal hydraulic conductivity of five different fine-grained soils of the former Lake Texcoco. The data were back-calculated from excess pore pressure dissipation measurements collected at 119 locations using ...
Norma Patricia López-Acosta   +3 more
doaj   +2 more sources

Methods for evaluating overconsolidation ratio from piezocone sounding results

open access: yesUnderground Space (China), 2017
Methods for estimating the overconsolidation ratio (OCR) of soil deposits from piezocone sounding results have been investigated. Three existing methods have been briefly reviewed and a new method has been proposed.
Nachanok Chanmee   +3 more
exaly   +3 more sources

Improving the interpretation of undrained shear strength from piezocone penetration tests by integrating soil physical properties using a hybrid meta-heuristic algorithm

open access: yesJournal of Rock Mechanics and Geotechnical Engineering
Conventional empirical equations for estimating undrained shear strength (su) from piezocone penetration test (CPTu) data, without incorporating soil physical properties, often lack the accuracy and robustness required for geotechnical site ...
Guojun Cai
exaly   +3 more sources

The Application of Piezocone Penetration Test (CPTU) in Water Area Hydrogeological Investigation [PDF]

open access: yesE3S Web of Conferences, 2021
Piezocone penetration test device imported from the Netherlands was used to conduct pore pressure dissipation tests at 4 measuring points in 2 holes in the water area of Sutong GIL utility tunnel project.
Gu Xueying, Jiang Yukun, Zhou Lihong
doaj   +1 more source

An analysis of the influence of clay structure on piezocone penetration test results

open access: yesShuiwen dizhi gongcheng dizhi, 2023
The effect of clay structure on the piezocone penetration test results and its mechanism are not very clear, the structured Cam-clay model is firstly program-implemented in the ABAQUS software.
Rui JIA, Dong ZHAO, Huayang LEI
doaj   +1 more source

Soil Classification from Piezocone Penetration Test Using Fuzzy Clustering and Neuro-Fuzzy Theory

open access: yesApplied Sciences, 2022
The advantage of the piezocone penetration test is a guarantee of continuous data, which are a source of reliable interpretation of the target soil layer. Much research has been carried out for several decades, and several classification charts have been
Joon-Shik Moon   +2 more
doaj   +1 more source

Site observations of weathered granitic soils subjected to cementation and partial drainage using SCPTU

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2023
Because of the cementation inherited from the parent rock, weathered granitic soil is usually susceptible to disturbance, which poses considerable challenges for laboratory characterization.
Xianwei Zhang   +3 more
doaj   +1 more source

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