CPT

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A virtual calibration chamber for cone penetration test based on deeplearning approaches
《Journal of Rock Mechanics and Geotechnical Engineering》2024年第12期5179-5192,共14页Mingpeng Liu Enci Sun Ningning Zhang Fengwen Lai Raul Fuentes 
support from the National Natural Science Foundation of China(Grant No.52408356);the China Scholarship Council(CSC).
The interpretation of the cone penetration test(CPT)still relies largely on empirical correlations that have been predominantly developed in resource-intensive and time-consuming calibration chambers.This paper presen...
关键词：Cone penetration test(CPT) Virtual calibration chamber Bayesian optimization(BO) Multilayer perceptron(MLP) Long short-term memory(LSTM)network 
Adaptive sampling strategy for characterizing spatial distribution of soil liquefaction potential using cone penetration test被引量：1
《Journal of Rock Mechanics and Geotechnical Engineering》2022年第4期1221-1231,共11页Zheng Guan Yu Wang Tengyuan Zhao 
supported by grants from the Research Grant Council of Hong Kong Special Administrative Region,China(Project Nos.CityU 11202121 and CityU 11213119).
Characterizing spatial distribution of soil liquefaction potential is critical for assessing liquefactionrelated hazards(e.g.building damages caused by liquefaction-induced differential settlement).However,in engineer...
关键词：Liquefaction potential Information entropy Cone penetration test(CPT) Site characterization Compressive sampling 
Seasonal influence on cone penetration test: An unsaturated soil site example
《Journal of Rock Mechanics and Geotechnical Engineering》2019年第2期361-368,共8页Heraldo Luiz Giacheti Renan Cravera Bezerra Breno Padovezi Rocha Roger Augusto Rodrigues 
the S?o Paulo Research Foundation (FAPESP) (Grant Nos. 2010/50680-3, 2011/09031-0, 2014/23767-8 and 2015/ 17260-0);the National Council for Scientific and Technological Development (CNPq) (Grant Nos. 310867/2012-6 and 446424/ 2014-5) for supporting their research
Interpretation of electric cone penetration test(CPT) based pore water pressure measurement(CPTu) is well established for soils with behavior that follows classical soil mechanics. The literature on the interpretation...
关键词：Site investigation In situ testing Cone penetration test (CPT) Unsaturated soil SUCTION VARIABILITY 
Proposals of SPT-CPT and DPL-CPT correlations for sandy soils in Brazil被引量：1
《Journal of Rock Mechanics and Geotechnical Engineering》2017年第6期1152-1158,共7页Mirella Dalvi dos Santos Kátia Vanessa Bicalho 
the sponsorship from the Brazilian government agencies CNPq;FAPES
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. There has been an increase b...
关键词：Standard penetration test(SPT) Cone penetration test(CPT) Dynamic probing light(DPL) CORRELATIONS SANDS Statistical evaluations 
Regressive approach for predicting bearing capacity of bored piles from cone penetration test data被引量：3
《Journal of Rock Mechanics and Geotechnical Engineering》2015年第5期584-592,共9页Iyad S. Alkroosh Mohammad Bahadori Hamid Nikraz Alireza Bahadori 
In this study, th e least sq u are su p p o rt v ecto r m achine （LSSVM） alg o rith m w as applied to predicting th ebearing capacity o f b ored piles e m b ed d ed in sand an d m ixed soils. Pile g eo m etry an d c...
关键词：Bored piles Cone penetration test(CPT) Bearing capacity Least square support vector machine(LSSVM) TRAINING VALIDATION 
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