Results 21 to 30 of about 2,901 (167)

The Bearing Capacity Evaluations of a Spread Footing on Single Thick Stratum or Two-Layered Cohesive Soils

open access: yesJournal of Marine Science and Engineering, 2020
Nowadays many countries plan to increase the percentages of renewable energies by developing offshore wind power. Due to the large sizes of offshore foundations, such as spudcan footings of jack-up barges or pile anchors of wind turbines, the affected ...
Chao-Ming Chi, Zheng-Shan Lin
doaj   +1 more source

Peculiarities of the underflooding process in cohesive soils [PDF]

open access: yesE3S Web of Conferences, 2023
The article deals with the peculiarities of underflooding of basements of buildings erected in cohesive soils. Conducted research has shown that a feature of these soils is the possibility of formation in them sporadically developed aquifer with a very ...
Gryaznova Elena
doaj   +1 more source

Problems of Correlation Between Dynamic Probing Test (DPSH) and Cone Penetration Test (CPT) for Cohesive Soils of Lithuania

open access: yesThe Baltic Journal of Road and Bridge Engineering, 2010
The paper analyses problems of correlation between the results of dynamic probing (DPSH – Super heavy dynamic probing) and cone penetration test. According to investigations of geological cross-sections of cohesive soils of the territory of Lithuania ...
Gintaras Žaržojus, Kastytis Dundulis
doaj   +1 more source

Improved Packing Model for Functionally Graded Sand-Fines Mixtures—Incorporation of Fines Cohesive Packing Behavior

open access: yesApplied Sciences, 2020
Binary soil mixture, containing large silica particles (sand) mixed with variable content of very fine silt or clay, is an example of a functionally graded material that is important for several science and engineering applications.
Ammar El-Husseiny
doaj   +1 more source

Study on the microstructure of granite residual soils

open access: yesZhongguo dizhi zaihai yu fangzhi xuebao
Granite residual soils pervade the hilly and mountainous regions of southeast China, where they are susceptible to destabilization and landslides, particularly under rainfall influences.
Jingru ZHUANG   +4 more
doaj   +1 more source

Permeability coefficient tests in non-cohesive soils

open access: yesPrzegląd Naukowy Inżynieria i Kształtowanie Środowiska, 2020
The paper aims to comparison the permeability coefficient in non-cohesive soils by the method of test pumping and based on tests in a consolidometer. The tests were carried out on 18 types of non-cohesive soils with different fraction. Pumping tests were
Grzegorz Wrzesiński
doaj   +1 more source

Evaluation of ANFIS and Regression Techniques in Estimating Soil Compression Index for Cohesive soils

open access: yesJournal of Engineering, 2022
Generally, direct measurement of soil compression index (Cc) is expensive and time-consuming. To save time and effort, indirect methods to obtain Cc may be an inexpensive option.
Yaseen Ahmed Hamaamin   +3 more
doaj   +1 more source

Effect of Ureolytic Bacteria on Compressibility of the Soils with Variable Gradation

open access: yesArchitecture, Civil Engineering, Environment, 2023
The aim of this study is to present the effect of treatment with ureolytic bacteria (Sporosarcina pasteurii) on the compressibility parameters of mineral and anthropogenic soils.
Wasil Mariola   +2 more
doaj   +1 more source

Finite Element Analysis for Bearing Capacity of Rectangular Footing Resting Near Sloped Cohesive Soil

open access: yesTikrit Journal of Engineering Sciences, 2011
Finite element method is used to investigate the ultimate bearing capacity of rectangular footing resting on cohesive soil near slope. The effect of footing aspect ratio (L/B), distance ratio (b/B), and slope angle (β) on the bearing capacity are ...
Jawdat K. Abbas, Ayad S. Sabbar
doaj   +1 more source

Study on the Strength and Yield Behaviors of Modified Silty Clay

open access: yesGeofluids, 2022
To study the strength and yield behaviors of the modified soil, a series of triaxial compression tests were carried out for modified silty clay with different contents of red Pisha sandstone and carbide slag, respectively.
Yuhang Liu, Ruiqiang Bai, Dongqing Li
doaj   +1 more source

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