Results 41 to 50 of about 7,041,661 (204)
Liquefaction resistance by static and vibratory cone penetration tests
S.591-597Soil liquefaction is an important hazard and one of the causes of earthquake-related disasters. The prediction of soil liquefaction is a major issue in geotechnical engineering and the soil liquefaction resistance is often determined in-situ by ...
Kreiter, S. +4 more
core +1 more source
Proposals of SPT-CPT and DPL-CPT correlations for sandy soils in Brazil
Field tests in geotechnical engineering are fundamental for identification of the underground conditions. The standard penetration test (SPT) is the most commonly used geotechnical approach.
Mirella Dalvi dos Santos +1 more
doaj +1 more source
Enhancing the CPT correlation with the small strain shear stiffness of sands
The cone penetration test (CPT) is a valuable geotechnical insitu test. Yet, the CPT correlations with the small strain shear modulus and seismic shear wave velocity still need more research to enhance their accuracy.
Sayed M. Ahmed
doaj +1 more source
Standard Penetration Test (SPT) dan Cone Penetration Test (CPT) merupakan tes penyelidikan tanah awal yang sering digunakan saat memulai suatu konstruksi.
Soewignjo Agus Nugroho +2 more
doaj +1 more source
New vibratory cone penetration device for in-situ measurement of cyclic softening
S.79-84A new type of vibratory cone penetration device has been developed to improve the geotechnical in-situ methods for evaluating the dynamic and cyclic properties of the soil.
Kreiter, S. +4 more
core +1 more source
A unified CPT–SPT correlation for non-crushable and crushable cohesionless soils
Despite the continuous developments in the Cone Penetration Test (CPT), the Standard Penetration Test (SPT) is still used extensively in site investigations.
Sayed M. Ahmed +2 more
doaj +1 more source
Tensiocone: A cone penetrometer with the facility to measure negative pore-water pressure
CPT sounding initially passes through the vadose zone, that is the zone above the phreatic surface where pore-water pressure is negative and degree of saturation is usually lower than unity.
Bottaro F. +4 more
core +1 more source
A Hybrid Method to Evaluate Soil Liquefaction Potential of Seabed at Offshore Wind Farm in Taiwan
This paper undertakes liquefaction analysis with simplified procedures with standard penetration test (SPT) data and cone penetration test (CPT) data obtained from an offshore wind farm in the Changhua area. The soil liquefaction resistance calculated by
Yu-Shu Kuo +4 more
doaj +1 more source
Development of the heat flow cone penetration test (HF-CPT)
The heat flow cone penetration test (HF-CPT) provides in-situ values of thermal conductivity (patent pending). The HF-CPT test records include (1) heat flow (HF) measurements acquired by a CPT add-on module, i.e. heating power and temperature versus time
L. Vrielink +4 more
semanticscholar +1 more source
Cone penetration test dataset Premstaller Geotechnik
The dataset contains 1339 cone penetration tests (CPT, CPTu, SCPT, SCPTu) executed within Austria and Germany by the company Premstaller Geotechnik ZT GmbH. As a first processing step, core drillings, located within a maximum distance of approximately 50
Simon Oberhollenzer +5 more
doaj +1 more source

