Results 101 to 110 of about 7,041,661 (204)
Contribution to Estimating Bearing Capacity of Pile in Clayey Soils
Civil and Environmental Engineering, 2016 The estimation of real geotechnical parameters is key factor for safe and economic design of geotechnical structures. One of these are pile foundations, which require proper design and evaluation due to accessing more deep foundation soil and because ...
Drusa Marián, Gago Filip, Vlček Jozef
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GeotechnicsThis study investigates marine sand collected from the southeastern coast of China through laboratory calibration chamber model tests under varying relative densities and consolidation stresses. The consolidation characteristics and cone penetration test
Yan Zhang +5 more
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A numerical study addressing CPTu inversion in organic soils containing gas [PDF]
E3S Web of ConferencesSoft organic soils often contain gas pockets generated by the chemical decomposition of organic matter. The gas content fluctuates seasonally with temperature and barometric pressure, can alter the soil mechanical response and complicates the ...
Halleux Arthur +3 more
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Semesta Teknika, 2015 In its simplest application, the cone penetrometer offers a quick, expedient, and economical way to profiling a subsurface soil layering at a particular site.
Putera Agung Maha Agung , et.al
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Yantu gongcheng xuebao, 2019 The problem of pile damage encountered when using cone penetration test (CPT) in a reserved tube for quality detection testing is addressed. Based on the experimental and numerical models, the damage control methods for CPT in reserved tubes are studied.
LI Guo-wei 1,2, WANG Su-yun 1,2, WU Jian-tao 1,2, ZHENG Ya-kun 1,3, Felix Omoro 1,2, HOU Yu-zhou 1,3
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Shearing Rate Effects On Research Centre For Soft Soils (Recess) Clay Using Cone Penetration Test (CPT) [PDF]
, 2020 . A wide range of industrial applications, on land and offshore, require the solution of time domain problems and an associated understanding of rate effects in clay soils.
Ismail Bakar +10 more
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CPT-based design of pile foundations in sand and clay: Perspectives [PDF]
E3S Web of ConferencesThis paper provides some perspectives and guidance for the design of pile foundations in sand and clay using cone penetration test (CPT) results. A key variable in the estimation of the limit unit shaft resistance qsL of piles in sand is the critical ...
Sakleshpur Venkata Abhishek +2 more
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Identification of local organic soils based on cone penetration test results
Budownictwo i Architektura, 2014 This paper presents the results of attempts to identify organic soils on the basis of test results performed under in situ conditions by cone penetration testing (CPT).
Grzegorz Straż
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Improvement and probabilistic form of CPT-based liquefaction evaluationmodel in Chinese code
Yantu gongcheng xuebaoThe cone penetration test (CPT) is commonly used to evaluate sand liquefaction potential due to its efficiency and reliability. The typical CPT method (Chinese code method) shows unreasonable results in fine-grained and deep soils, and the results are ...
ZHAO Zening 1, 2, DUAN Wei 3, CAI Guojun 2, 4, WU Meng 5, 2, LIU Songyu 2
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Study on application of Cone Penetration Test (CPT) method for geotechnical engineering / Ed Syaifrul Enre [PDF]
, 2007 Many geotechnical design parameters of the soil are associated with the Standard Penetration Test (SPT) and the SPT is widely used around the world.
Enre, Ed Syaifrul
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