Results 71 to 80 of about 112 (100)

Liquidity index of the Lublin loess as a function of cone resistance q_c from CPTU test. [PDF]

Sci Rep
Nepelski K, Lal A, Krzysiak M, Skrzypczak I, Ochab P, Gosk W.   +5 more
europepmc   +1 more source

Identification of suitable methods for static pile load capacity and recommendation for BNBC 2020. [PDF]

Sci Rep
Bhuiyan S, Haque R, Khan ZH, Mahzuz HMA, Islam S.   +4 more
europepmc   +1 more source

The influence of delta formation mechanism on geotechnical property sequence of the late Pleistocene-Holocene sediments in the Mekong River Delta. [PDF]

Heliyon, 2016
Hoang TM, van Lap N, Oanh TT, Jiro T.
europepmc   +1 more source

Formulation of Transfer Curves for Reversal Loadings Based on Soil-Concrete Interface Tests and Flat Dilatometer Soundings. [PDF]

Materials (Basel)
Mikina K, Konkol J.
europepmc   +1 more source

Experimental study on comprehensive detection technology of shallow gas in deep soft soil layer. [PDF]

Heliyon
Liu M, Sun F.
europepmc   +1 more source

Assessment of soil classification based on cone penetration test data for Kaifeng area using optimized support vector machine. [PDF]

Sci Rep
Bian H, Sun Z, Bian J, Qu Z, Zhang J, Xu X.   +5 more
europepmc   +1 more source

Research on composite foundation rheology using the combined rheological element model. [PDF]

PLoS One
Qu J, Mao H, Wang F, Tang S, Wang X.
europepmc   +1 more source

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Development and validation of a method to predict the soil thermal conductivity using thermal piezocone penetration testing (T-CPTU)

Canadian Geotechnical Journal, 2022
A new in situ thermal piezocone penetration test (T-CPTU) system is developed to determine the thermal properties of soil. It is expected to overcome most of the shortcomings observed in existing in situ test techniques. Based on Fourier's heat conduction equation and pore pressure dissipation theoretical equation, a method for calculating the thermal
Surya Sarat Chandra Congress, Guojun Cai, Lulu Liu   +2 more
exaly   +2 more sources

Empirical correlations of soil parameters based on piezocone penetration tests (CPTU) for Hong Kong-Zhuhai-Macau Bridge (HZMB) project

Transportation Geotechnics, 2021
Abstract The site investigation is a key part of the foundation analysis and design in the Hong Kong-Zhuhai-Macao Bridge (HZMB) mega project, as it provides accurate geotechnical parameters. This paper discusses about the collection of undisturbed soil samples, laboratory tests, and extensive piezocone penetration tests (CPTU) performed at the Pearl ...
Surya Sarat Chandra Congress, Guojun Cai, Anand J Puppala   +2 more
exaly   +2 more sources

Marine soil behaviour classification using piezocone penetration test (CPTu) and borehole records

Canadian Geotechnical Journal, 2021
Several piezocone penetration test (CPTu)-based soil behaviour classification systems (SBCs) have been developed for standard sites, where clays, silt, and sand dominate. However, problems can occur when applying the SBCs to offshore sites, where the marine soils may be decomposed from rocks or mixed with artificial fills.
Limin Zhang, H J Wang
exaly   +3 more sources