Results 11 to 20 of about 7,786 (217)

Seasonal influence on cone penetration test: An unsaturated soil site example

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2019
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.
Heraldo Luiz Giacheti   +3 more
doaj   +3 more sources

Assessment of undrained shear strength based on Cone Penetration Test (CPT) for clayey soils

open access: yesKSCE Journal of Civil Engineering, 2011
This paper presents a rational way of developing the correlation of undrained shear strength based on the cone resistance from the Cone Penetration Test (CPT) for clayey soils. The field cone penetration test program included CPT, the index test, the one dimensional test and the triaxial test.
Young Jin Shin, Daehyeon Kim
openaire   +3 more sources

Soil classification at Muaro Baru beach of Padang City using CPT data [PDF]

open access: yesE3S Web of Conferences, 2021
Many semi-empiric correlations have been developed to estimate geotechnical parameters based on Cone Penetration Test (CPT) data for various types of soils.
Yuliet Rina, Mera Mas, Hidayat Krismon
doaj   +1 more source

Cone Penetration Tests (CPTs) in layered soils: a material point approach [PDF]

open access: yes, 2022
Cone Penetration Tests (CPTs) can be used to determine in-situ soil properties and represent a practical choice for site investigation offshore, especially for linear infrastructure, such as offshore wind export cables. Information gained from CPTs is key for predicting soil-structure interaction behaviour, for example when predicting the tow forces ...
Bird, R.E.   +7 more
openaire   +1 more source

FOUNDATION CHARACTERIZATION IN IKATE AREA SOUTHWESTERN NIGERIA USING ELECTRICAL RESISTIVITY TOMOGRAPHY AND CONE PENETRATION TEST [PDF]

open access: yesEngineering Heritage Journal, 2022
The establishments of the nexus between the underlying geology and engineering properties are fundamentals to the safe, economic and serviceable designs of civil engineering structures.
Oluyemi E. Faseki   +4 more
doaj   +1 more source

Dominant factors in MiniCone, CPT and pile correlations: A data‐based approach

open access: yesDeep 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
doaj   +1 more source

Evaluating Adaptive Neuro-Fuzzy Inference System (ANFIS) To Assess Liquefaction Potential And Settlements Using CPT Test Data [PDF]

open access: yesJournal 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
doaj   +1 more source

Macro and micro coupling analysis of cone penetration test: methodology and application

open access: yesRock 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
doaj   +1 more source

Data on a coupled ENN / t-SNE model for soil liquefaction evaluation

open access: yesData 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
doaj   +1 more source

Experimental study on CPT penetration in layered soil based on transparent soil

open access: yesYantu 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
doaj   +1 more source

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