Results 1 to 10 of about 7,041,661 (204)

Sub-surface shear wave velocity models developed based on a combined in-situ measurement of quasi-static cone penetration test (q-CPT) and microtremor datasets [PDF]

Data in Brief
A representative sub-surface shear wave velocity model is crucial for seismic hazard studies, as seismic waves are affected by sub-surface characteristics.
Bambang Setiawan, Juellyan Juellyan, Nafisah Al-huda, Alfiansyah Yulianur, Taufiq Saidi, Mark B. Jaksa   +5 more
doaj   +3 more sources

Cavity expansion theory with state-dependent mohr-coulomb model and its application to cone penetration tests. [PDF]

PLoS ONE
The cone penetration test (CPT) is a fast and efficient in-situ testing technique that provides reliable and continuous measurements of soil properties. The CPT calibration chamber test is widely used to investigate soil-pile interactions. To address the
Baojian Li, Sai Fu, Xiaoyu Feng, Jian Shen, Bing Duan, Li Pang   +5 more
doaj   +2 more sources

Application of cone penetration test (CPT) results for soil classification

Građevinar, 2017
The paper presents an application of CPT results for soil classification according to Unified Soil Classification System (USCS) and European Soil Classification System (ESCS) by using computer program KLASIF.
Lovorka Librić, Danijela Jurić-Kaćunić, Meho Saša Kovačević   +2 more
doaj   +2 more sources

Discrete element model (DEM) simulations of cone penetration test (CPT) measurements and soil classification

Canadian Geotechnical Journal, 2020
This paper presents a study on the simulation of cone penetration tests (CPTs) using the discrete element model (DEM) method.

exaly   +2 more sources

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   +4 more sources

Assessment of soil classification based on cone penetration test data for Kaifeng area using optimized support vector machine. [PDF]

Sci Rep
Soil classification and analysis are essential for understanding soil properties and serve as a foundation for various engineering projects. Traditional methods of soil classification rely heavily on costly and time-consuming laboratory and in-situ tests.
Bian H, Sun Z, Bian J, Qu Z, Zhang J, Xu X.   +5 more
europepmc   +2 more sources

AI-enhanced soil classification with incomplete CPT data for offshore wind farm [PDF]

Scientific Reports
Accurate soil classification is fundamental to offshore wind farm foundation design, yet conventional cone penetration test (CPT) based methods often require complete datasets that are costly and challenging to obtain in offshore environments. This study
Cheng-Yu Ku, Ting-Yuan Wu, Chih-Yu Liu, Wen-Yang Hsu   +3 more
doaj   +2 more sources

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

KSCE 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
Young Jin Shin, Daehyeon Kim
exaly   +2 more sources

Cone penetration test (CPT)-based soil behaviour type (SBT) classification system — an update

Canadian Geotechnical Journal, 2016
P. Robertson
exaly   +2 more sources

Analysis and research on the constant-rate penetration mechanism of the seabed cone penetration test system

Frontiers in Mechanical Engineering, 2023
The seabed Cone Penetration Test (CPT) system is a common method for investigating offshore soil. This paper focuses on a new subsea CPT method for assessing physical and mechanical properties of marine sediments. The new method enables automatic docking
Ziqiang Ren, Ziqiang Ren, Jiawang Chen, Jiawang Chen, Jin Guo, Jin Guo, Bijin Liu, Xiaohui Hu, Xiaohui Hu, Hang Zhou, Hang Zhou, Houhong Liu, Feng Gao, Feng Gao   +13 more
doaj   +1 more source