Results 1 to 10 of about 2,901 (167)

Experimental investigation of dynamic shear stiffness and damping ratio characteristics of marine soils in Lingdingyang Bay, China [PDF]

Scientific Reports
Shear wave velocity (V s), maximum dynamic shear modulus (G max), dynamic shear modulus ratio (G/G max), and damping ratio (λ) are critical parameters for determining seismic ground motion characteristics in submarine sites.
Yanshen Wu, Bo Qin, Yushun Fu, Qi Wu
doaj   +2 more sources

Desiccation Cracking Behavior of Sustainable and Environmentally Friendly Reinforced Cohesive Soils [PDF]

Polymers, 2022
Marta Miletic
exaly   +2 more sources

Critical flow velocities in cohesive saline soils [PDF]

E3S Web of Conferences, 2021
The article discusses the issue of determining non-erosion velocities for cohesive saline soil at the bottom and slopes of canals. Based on the formulas of Ts.E. Mirtskhulava for the determination of non-eroding velocities of water flow in cohesive soils,
Eshev Sobir, Rahmatov Mahmud, Khazratov Alisher, Mamatov Nurbek, Sagdiyev Jasur, Berdiev Mustafo   +5 more
doaj   +1 more source

Stabilization of Different Soil Types Using a Hydraulic Binder

Buildings, 2023
This paper presents an analysis of the stabilization of different soil types using a hydraulic binder. A study was carried out on soils that can be classified into two groups: cohesive and non-cohesive soils.
Fawzia Kired, Miloš Šešlija, Tiana Milović, Anka Starčev-Ćurčin, Vesna Bulatović, Nebojša Radović   +5 more
doaj   +1 more source

Serial Laboratory Effective Thermal Conductivity Measurements of Cohesive and Non-cohesive Soils for the Purpose of Shallow Geothermal Potential Mapping and Databases—Methodology and Testing Procedure Recommendations

Energies, 2020
The article presents the methodology of conducting serial laboratory measurements of thermal conductivity of recompacted samples of cohesive and non-cohesive soils.
Aleksandra Łukawska, Grzegorz Ryżyński, Mateusz Żeruń   +2 more
doaj   +1 more source

Soil preparation systems and type of fertilization as affecting physical attributes of cohesive soil under eucalyptus in Northeastern Brazil

Acta Scientiarum. Agronomy, 2022
Cohesive Oxisols are widely used for cultivating eucalyptus in the Coastal Tablelands of the northeastern region of Brazil. However, mechanization and plant cultivation in these soils are difficult because of their cohesive layers.
Vinicius de Jesus Nunes, Elton da Silva Leite, José Maria de Lima, Ronny Sobreira Barbosa, Davi Ney Santos, Fabiane Pereira Machado Dias, Júlio César Azevedo Nóbrega   +6 more
doaj   +1 more source

General response observed in cyclically loaded cohesive soils

Ciencia e Ingeniería Neogranadina, 2016
The response of cohesive soils subjected to cyclic loading is affected by different factors; the most important are soil type, stress or consolidation history, and specific test conditions. To better understand the behavior of cohesive soils subjected to
Andres Nieto Leal, Victor N. Kaliakin
doaj   +3 more sources

Influence of cohesion strength in cohesive soils onchannel bed erosion [PDF]

E3S Web of Conferences, 2023
The results of experimental studies on the mechanical properties of cohesive soils associated with the use in the study of the erosion process are presented. The influence of the cohesion strength of cohesive soil on erosion is described.
Khazratov A.N., Bazarov O.Sh., Jumayev A.R., Bobomurodov F.F., Mamatov N.Z.   +4 more
doaj   +1 more source

Jet Scour in Cohesive and Non-Cohesive Soil

, 2023
A safe design of hydraulic structures depends on reliable estimations of the scour generated by the interaction between flow, structure, and bed sediments. Non-cohesive and cohesive soils are characterized by very different scour processes. Consequently, the behavior of the two soil types under scour has usually been studied separately.
Di Nardi, J., Palermo, M., Pagliara, S., Bombardelli, F. A.   +3 more
openaire   +2 more sources

Hydrofracturing Pressure of Cohesive Soils

Soils and Foundations, 1987
ABSTRACT Investigated is the relation between the hydrofracturing pressure Pf and the strength of cohesive soils. Fracture tests on six kinds of cohesive soils (i. e. ϕ = 0 materials), including artificial soils, were performed. The direction of fracture surface was chosen not only vertical (i. e.
MORI, AKIRA, TAMURA, MASAHITO
openaire   +2 more sources