المؤلفون: WITEK-ZIELONKA Kinga, PARYLAK Krzysztof, KILIAN Wojciech, ZIELONKA Łukasz

المصدر: Architecture, Civil Engineering, Environment, Vol 17, Iss 3, Pp 85-95 (2025)

مصطلحات موضوعية: frost heave of soils, ice lenses, frost susceptibility criteria, fine-grained soils, silt and clay fraction, Architecture, NA1-9428, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2720-6947

URL الوصول: https://doaj.org/article/7da2da5074654fd7aec1bd6a7c93a34c

المؤلفون: Soheila Shojamoghadam, Arash Rajaee, Saeed Abrishami

المصدر: Scientific Reports, Vol 14, Iss 1, Pp 1-25 (2024)

مصطلحات موضوعية: Soil stabilization, Fine-grained soils, Consolidation behavior, Fly ash (FA), Volcanic ash (VA), Marble powder (MP), Medicine, Science

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2045-2322

URL الوصول: https://doaj.org/article/eff27e39fb8e449c8b0b6ff1c97194c3

المؤلفون: Maurizio Ziccarelli, Giovanni Sapienza, Antonio Casella

المصدر: GeoHazards, Vol 5, Iss 3, Pp 917-931 (2024)

مصطلحات موضوعية: permeable concrete, fine-grained soils, interface shear resistance, shear keys effect, Environmental sciences, GE1-350

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2624-795X/5/3/46; https://doaj.org/toc/2624-795X

URL الوصول: https://doaj.org/article/8a7056179c074e8a8a9cd42a8171576e

المؤلفون: Ran, Yuling, Bai, Wei, Kong, Lingwei, Fan, Henghui, Yang, Xiujuan, Li, Xuemei

المصدر: Engineering Computations, 2023, Vol. 41, Issue 1, pp. 46-67.

URL الوصول: http://www.emeraldinsight.com/doi/10.1108/EC-06-2023-0304

المؤلفون: Marcin Witowski, Tomasz Godlewski, Krzysztof Nepelski, Filip Chyliński

المصدر: Archives of Civil Engineering, Vol vol. 69, Iss No 4, Pp 73-88 (2023)

مصطلحات موضوعية: deformation tests, degradation curve, fine grained soils, loess, microstructures, soil stiffness, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://journals.pan.pl/Content/129758/PDF/art05_int.pdf; https://doaj.org/toc/1230-2945; https://doaj.org/toc/2300-3103

URL الوصول: https://doaj.org/article/acf22d2bc1df4ba5b3625a736e9d902f

المؤلفون: Thota, Sannith Kumar, Vahedifard, Farshid, McCartney, John S

المصدر: JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING. 147(11)

مصطلحات موضوعية: Unsaturated soils, Energy piles, Bearing capacity, Temperature, Fine-grained soils, Geological & Geomatics Engineering, Civil Engineering, Environmental Engineering

وصف الملف: application/pdf

URL الوصول: https://escholarship.org/uc/item/1j86s6pq

المؤلفون: Ali Ulvi Uzer

المصدر: Buildings, Vol 14, Iss 9, p 2688 (2024)

مصطلحات موضوعية: neural network approach, fine-grained soils, compression index, ANN modeling, Building construction, TH1-9745

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2075-5309/14/9/2688; https://doaj.org/toc/2075-5309

URL الوصول: https://doaj.org/article/078a2c3ad89f4b0d9f1ac728c22fa890

المؤلفون: Mezie, Ethelbert O.

المصدر: Advances in Engineering Design Technology, 6(2), 17-40, (2024-09-27)

مصطلحات موضوعية: Compaction, index properties, prediction models, fine-grained soils, coarse-grained soils

Relation: https://doi.org/10.5281/zenodo.13852009; https://doi.org/10.5281/zenodo.13852010; oai:zenodo.org:13852010

الاتاحة: https://doi.org/10.5281/zenodo.13852010

المؤلفون: Martinez, Alejandro, Stutz, Hans Henning, Viana da Fonseca, A., Ferreira, C.

المصدر: E3S Web of Conferences, 544, Art.-Nr.: 01025 ; ISSN: 2267-1242

مصطلحات موضوعية: Soil-structure interface behaviour, fine-grained soils, excess pore water pressure, ddc:690, Buildings, info:eu-repo/classification/ddc/690

وصف الملف: application/pdf

Relation: info:eu-repo/semantics/altIdentifier/issn/2267-1242; https://publikationen.bibliothek.kit.edu/1000172731; https://publikationen.bibliothek.kit.edu/1000172731/153752558; https://doi.org/10.5445/IR/1000172731

الاتاحة: https://publikationen.bibliothek.kit.edu/1000172731
https://publikationen.bibliothek.kit.edu/1000172731/153752558
https://doi.org/10.5445/IR/1000172731

المؤلفون: Sadiq Iliyas, Ahmad Idris, Ibrahim Haruna Umar, Hang Lin, Ahmad Muhammad, Linglin Xie

المصدر: Materials, Vol 17, Iss 10, p 2397 (2024)

مصطلحات موضوعية: stabilization, fine-grained soils, cement, sawdust ash (SDA), analysis of variance (ANOVA), Technology, Electrical engineering. Electronics. Nuclear engineering, TK1-9971, Engineering (General). Civil engineering (General), TA1-2040, Microscopy, QH201-278.5, Descriptive and experimental mechanics, QC120-168.85

Relation: https://www.mdpi.com/1996-1944/17/10/2397; https://doaj.org/toc/1996-1944; https://doaj.org/article/34068734a35f4047bc44458b53ebecc5

الاتاحة: https://doi.org/10.3390/ma17102397
https://doaj.org/article/34068734a35f4047bc44458b53ebecc5

المؤلفون: Martinez Alejandro, Stutz Hans Henning

المصدر: E3S Web of Conferences, Vol 544, p 01025 (2024)

مصطلحات موضوعية: soil-structure interface behaviour, fine-grained soils, excess pore water pressure, Environmental sciences, GE1-350

Relation: https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/74/e3sconf_is-porto2024_01025.pdf; https://doaj.org/toc/2267-1242; https://doaj.org/article/9ad57725f74a420db124d337cb04e15b

الاتاحة: https://doi.org/10.1051/e3sconf/202454401025
https://doaj.org/article/9ad57725f74a420db124d337cb04e15b

المؤلفون: Bizzotto, Tommaso

المساهمون: Brown, Michael, Brennan, Andrew, Powell, Toby, Chandler, Howard W.

مصطلحات موضوعية: 624.1, pipeline flotation, uplift, cable, backfill plough, drag coefficient, Fine grained soils, flotation, granular material, jet trencher, mobilisation, Pipeline installation, pipeline, ploughs, trenching, undrained shear strength

URL الوصول: https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.802085

المؤلفون: David NEUMAN, Erik SOMBATHY, Jindřich VLČEK, Barbara MATUSZKOVÁ

المصدر: GeoScience Engineering, Vol 68, Iss 2, Pp 105-124 (2022)

مصطلحات موضوعية: fine-grained soils, gravelly soils, rock mass, sandy soils, table bearing capacity, Geology, QE1-996.5

وصف الملف: electronic resource

Relation: http://geoscience.cz/ojs/index.php/GSE/article/view/387/275; https://doaj.org/toc/1802-5420

URL الوصول: https://doaj.org/article/56eb01bcb9ef47e2a710e2f95de3a59d

المؤلفون: Jia Jun Tan, Harris Ramli

المصدر: Journal of Civil Engineering and Management, Vol 29, Iss 6 (2023)

مصطلحات موضوعية: fine-grained soils, standard penetration test correction, standard penetration test correlation, standard penetration test resistance, undrained shear strength, Building construction, TH1-9745

وصف الملف: electronic resource

Relation: https://transport.vgtu.lt/index.php/JCEM/article/view/18441; https://doaj.org/toc/1392-3730; https://doaj.org/toc/1822-3605

URL الوصول: https://doaj.org/article/fb7e2c2a06024ea6b506bbdd8d9ec4d2

المؤلفون: Eslami, Mohammad, Zhong, Ai, Brandenberg, Scott

مصطلحات موضوعية: Jupyter, Cyclic Testing, Data Curation, Direct Simple Shear, Low-Plasticity, Fine-Grained Soils

وصف الملف: application/pdf

URL الوصول: https://escholarship.org/uc/item/11m2t3jj

المؤلفون: Eslami, Mohammad, Brandenberg, Scott J, Stewart, Jonathan P

مصطلحات موضوعية: Cyclic Behavior, Low-Plasticity, Fine-Grained Soils, Pore-Fluid Salinity, Direct Simple Shear

وصف الملف: application/pdf

URL الوصول: https://escholarship.org/uc/item/2373n0kp

المؤلفون: Akbay Arama, Zülal, GENÇDAL, HAZAL BERRAK

مصطلحات موضوعية: Compacted Fine-grained Soils, Modified Proctor Test (MP), Parameter Prediction, Standard Proctor Test (SP)

وصف الملف: application/pdf

Relation: World Congress on Civil, Structural, and Environmental Engineering; Arama, Z. A., & Gençdal, H. B. (2022). Simple regression models to estimate the standard and modified proctor characteristics of specific compacted fine-grained soils. In Proceedings of the 7th world congress on civil, structural, and environmental engineering (pp. 1-9).; https://doi.org/10.11159/icgre22.232; https://hdl.handle.net/11413/8421; 2-s2.0-85139069191

الاتاحة: https://hdl.handle.net/11413/8421
https://doi.org/10.11159/icgre22.232

المؤلفون: Turan, C, Javadi, AA, Vinai, R, Beig Zali, R

مصطلحات موضوعية: coal fly ash, fine-grained soils, soil mechanics tests, field applications, geotechnical properties

Relation: Sustainability, 14; Vol. 14 (24), article 16710; https://doi.org/10.3390/su142416710; 778120; http://hdl.handle.net/10871/132020; Sustainability

الاتاحة: http://hdl.handle.net/10871/132020
https://doi.org/10.3390/su142416710

المؤلفون: Kocaman, Kadir, Ozocak, Askin, Edil, Tuncer B., Bol, Ertan, Sert, Sedat, Onturk, Kurban, Ozsagir, Mustafa

مصطلحات موضوعية: unsaturated soil, soil suction, SWCC, PSD, fine-grained soils, Hydraulic Conductivity, Clayey Soils, Equations, Behavior, Suction

Relation: Water; Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı; https://doi.org/10.3390/w14213445; https://hdl.handle.net/20.500.14002/1493; 14; 21; WOS:000882261100001; 2-s2.0-85141827956

الاتاحة: https://hdl.handle.net/20.500.14002/1493
https://doi.org/10.3390/w14213445

المؤلفون: Kim, Mintae, Okuyucu, Osman, Ordu, Ertuğrul, Ordu, Şeyma, Arslan, Özkan, Ko, Junyoung

مصطلحات موضوعية: Undrained Shear Strength, Standard Penetration Test, Group Method Of Data Handling, Random Forest, Support Vector Regression, Extreme Gradient Boosting, Fine-Grained Soils, Regression, Models, Trees

Relation: Materials; Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı; https://doi.org/10.3390/ma15186385; https://hdl.handle.net/20.500.11776/10826; 15; 18; WOS:000856875300001; 2-s2.0-85138797306

الاتاحة: https://hdl.handle.net/20.500.11776/10826
https://doi.org/10.3390/ma15186385