Results 11 to 20 of about 619 (176)

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

Engineering 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, Anthony, O. Ademeso, Kehinde, I. Adebayo, Oladapo Olasunkanmi, Thomas, B. Omoyajowo   +4 more
doaj   +1 more source

Evaluation of liquefaction potential using cone penetration test (CPT) and standard penetration test (SPT) [PDF]

Journal of Physics: Conference Series, 2020
Abstract To evaluate soil resistance against liquefaction, a simplified procedure has been developed based on directly field soil testing. There are four recommended field tests, including CPT and SPT. Soil resistance to liquefaction is measured by the safety factor SF, which is the ratio between the capacity of the soil to resist ...
R S Suryanegara Dwipa, I W Arya, I W Wiraga, I M W Pramana   +3 more
openaire   +1 more source

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, Abolfazl Eslami, Amirhossein Ebrahimipour, Moses Karakouzian   +3 more
doaj   +1 more source

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
doaj   +1 more source

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, TANG Dao-fei, WANG Kun, WU Zhao-xin   +3 more
doaj   +1 more source

Development of the heat flow cone penetration test (HF-CPT)

Symposium on Energy Geotechnics 2023, 2023
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 and (2) cone penetration test (CPT) measurements, i.e.
Leon Vrielink, Nico Parasie, Joek Peuchen, Alexandros Daniilidis, Philip J. Vardon   +4 more
openaire   +1 more source

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, Shui-Long Shen, Annan Zhou, Hai-Min Lyu   +3 more
doaj   +1 more source

Analisis Potensi Likuifaksi Akibat Gempa Bumi Menggunakan Metode SPT (Standar Penetration Test) dan CPT (Cone Penetration Test) di Kabupaten Bantul, Yogyakarta

Wahana Fisika: Jurnal Penelitian Fisika dan Terapannya, 2017
Gempa bumi yang terjadi di daerah Bantul, Yogyakarta pada 27 Mei 2006 dengan magnitudo gempa bumi sebesar 6.3 SR dapat menyebabkan terjadinya bahaya likuifaksi yang dapat merusak bangunan khususnya di wilayah Bantul, Yogyakarta.
Tini Tini, Adrin Tohari, Mimin Iryanti
doaj   +3 more sources

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
doaj   +1 more source

Interpreting and validating the thermal cone penetration test (T-CPT) [PDF]

Géotechnique, 2019
The thermal cone penetration test (T-CPT) allows in situ measurement of the thermal properties of soil during a CPT – that is without withdrawing the CPT tool and introducing another tool such as a thermal needle probe. An interpretation method is presented based on one-dimensional axisymmetric analytical solutions.
Philip J. Vardon, Dimitris Baltoukas, Joek Peuchen   +2 more
openaire   +3 more sources