Results 1 to 10 of about 6,157 (196)
Predicting the uplift capacity of circular anchors in frictional-cohesive soils using Kolmogorov-Arnold networks. [PDF]
Vu-Hoang T +4 more
europepmc +3 more sources
Critical flow velocities in cohesive saline soils [PDF]
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 +5 more
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Stabilization of Different Soil Types Using a Hydraulic Binder
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 +5 more
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Influence of cohesion strength in cohesive soils onchannel bed erosion [PDF]
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. +4 more
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General response observed in cyclically loaded cohesive soils
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
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The article presents the methodology of conducting serial laboratory measurements of thermal conductivity of recompacted samples of cohesive and non-cohesive soils.
Aleksandra Łukawska +2 more
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Numerical modeling of seismic response of soil deposits is usually conducted as part of seismic hazard assessment, preceding facility construction in any tectonically active regions, including offshore sites.
Artem A. Krylov +4 more
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SIMULATING THE BEHAVIOR OF SOFT COHESIVE SOILS USING THE GENERALIZED BOUNDING SURFACE MODEL
The Generalized Bounding Surface Model (GBSM) for saturated cohesive soils is a fully threedimensional, time and temperature-dependent model that accounts for both inherent and stress induced anisotropy. To better simulate the behavior of cohesive soils
Victor Kaliakin, Andres Nieto-Leal
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Dada a grande importância dos solos coesos derivados de sedimentos da Formação Barreiras e sua extensa área ocupada no Nordeste brasileiro, este trabalho teve como objetivo identificar e caracterizar a ocorrência de solos coesos nos tabuleiros costeiros ...
H. V. Lima +4 more
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Peculiarities of the underflooding process in cohesive soils [PDF]
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
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