Results 21 to 30 of about 7,041,661 (204)
Engineering computations, 2021 The continuous cone penetration test (CPT) measurements provide an advantageous liable rapid tool for stratification and soil behavior classification that can be employed in the sustainable design of the infrastructures. However, the CPT measurements are
M. Farhadi, T. Länsivaara
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Dominant factors in MiniCone, CPT and pile correlations: A data‐based approach
Deep Underground Science and Engineering, 2023 The cone penetration test (CPT) contributes to the design and analysis of piles regarding geometry, installation effect, and pile capacity (shaft and toe resistance).
Seyed Sajad Shirani +3 more
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Evaluating Adaptive Neuro-Fuzzy Inference System (ANFIS) To Assess Liquefaction Potential And Settlements Using CPT Test Data [PDF]
Journal of Soft Computing in Civil Engineering, 2022 Liquefaction occurs when saturated, non-cohesive soil loses strength. This phenomenon occurs as the water pressure in the pores rises and the effective stress drops because of dynamic loading.
Himanshu Jangir, Rupali Satavalekar
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Correlation between SPT and CPT tests in liquefiable deposits [PDF]
, 2022 Cone penetration test (CPT) started being used for soil investigation almost four decades after the standard penetration test (SPT). Despite their differences, both tests estimate the resistance of the soil against penetration of a probe.
Rashid Shahgholian +2 more
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Macro and micro coupling analysis of cone penetration test: methodology and application
Rock and Soil Mechanics, 2021 Although cone penetration test (CPT) is an in-situ test method to obtain conventional geotechnical properties accurately, CPT data cannot be directly linked to macro constitutive model parameters. The principal reason is that the comprehensive studies on
WANG Chang-hong +3 more
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Data on a coupled ENN / t-SNE model for soil liquefaction evaluation
Data in Brief, 2020 The data presented in this paper pertain to case records of liquefaction potential surveys in earthquake prone areas. Field performances of 219 sites obtained from various regions (U.S.A, Japan, Turkey, China, Canada, etc …) are put on display ...
Pierre Guy Atangana Njock +3 more
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Experimental study on CPT penetration in layered soil based on transparent soil
Yantu gongcheng xuebao, 2022 The penetration resistance of cone penetration test (CPT) in layered soil is significantly affected by the soil interface, but there is still a lack of systematic explanation for the phenomenon of "leading and lagging" when the probe crosses the soil ...
LU Liang 1, 2, HE Bing 1, 2, XIAO Liang 1, 2, WANG Zong-jian3, MA Shu-wen 1, 2, LIN Hao-xin 1, 2
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Machine Learning-Based Cone Penetration Test (CPT) Data Interpretation
AIJR Proceedings, 2023 Ground investigations (GI) are essential prior to the design of construction projects. Among the different GI tasks, classifying soils into groups with similar properties is a fundamental geotechnical engineering process.
Boyu Wang, K. Tse, Clifford Phung
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, 2020 A novel method is developed in this study for soil classification and zonation in a two-dimensional (2D) vertical cross section using cone penetration tests (CPTs).
Yu Wang, Yue Hu, Teng-Yuan Zhao
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Canadian geotechnical journal (Print), 2020 The cone penetration test (CPT) has been widely used in many geotechnical engineering applications, including soil identification and classification, and evaluation of different soil properties.
Md Habibur Rahman +2 more
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