Results 51 to 60 of about 2,901 (167)

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

Tikrit Journal of Engineering Sciences, 2013
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
doaj  

Developing interpretable machine learning-Shapley additive explanations model for unconfined compressive strength of cohesive soils stabilized with geopolymer. [PDF]

PLoS One, 2023
Ngo AQ, Nguyen LQ, Tran VQ.
europepmc   +1 more source

Effect of Overconsolidation on Dilatancy of a Cohesive Soil

Soils and Foundations, 1982
ABSTRACT In this paper, the characteristics of dilatancy, i. e., the volumetric change which occurs when subjected to shear stress under the condition that the effective mean normal stress p is held constant, are examined performing p-constant stress-controlled drained triaxial compression tests on a clayey soil with various OCRs.
openaire   +2 more sources

The Evaluation of the Initial Shear Modulus of Selected Cohesive Soils

Studia Geotechnica et Mechanica, 2015
The paper concerns the evaluation of the initial stiffness of selected cohesive soils based on laboratory tests. The research materials used in this study were clayey soils taken from the area of the road embankment No.
Gabryś Katarzyna, Szymański Alojzy
doaj   +1 more source

Investigation of Liquefaction Behaviour for Cohesive Soils

World Congress on Civil, Structural, and Environmental Engineering, 2018
3rd World Congress on Civil, Structural, and Environmental Engineering, CSEE 2018 -- 8 April 2018 through 10 April 2018 ...
openaire   +2 more sources

An Improved Large-Scale Stress-Controlled Apparatus for Long-Term Seepage Study of Coarse-Grained Cohesive Soils. [PDF]

Sensors (Basel), 2021
Chen C, Chen S, Mei S, Han S, Zhang X, Tang Y.   +5 more
europepmc   +1 more source

The Mechanism of Flow Slides in Cohesive Soils

Géotechnique, 1957
Synopsis The Paper outlines the geological factors and soil conditions at sites of flow slidesand indicates the similarity of the physical properties of cohesive soils in the affected regions of Canada, Norway, and Sweden. The causes and characteristics of flow slides are discussed, and the observed mechanism is used for stability analyses.
openaire   +3 more sources

Caracterização e gênese do caráter coeso em latossolos amarelos e argissolos dos tabuleiros costeiros do estado de Alagoas Characterization and genesis of cohesive horizons in oxisols and ultisols of the coastal tablelands of Alagoas State, Brazil

Revista Brasileira de Ciência do Solo, 2009
O caráter coeso é um atributo característico de horizontes subsuperficiais de solos que apresentam consistência muito dura a extremamente dura, quando secos, passando a friável ou firme, quando umedecidos.
José de Almeida Lima Neto, Mateus Rosas Ribeiro, Marcelo Metri Corrêa, Valdomiro Severino de Souza Júnior, José Fernando W.F. Lima, Rafael Fernandes de Abreu e Lima Ferreira   +5 more
doaj   +1 more source

Mesh-free kinematic shakedown analysis of cohesive soils

International Journal of Geo-Engineering
A novel mesh-free solution is proposed for kinematic shakedown analysis of cohesive soils under repeating loads. For this purpose, the continuous velocity field in the mathematical expression of Koiter’s theorem is discretized by the Radial Point ...
Z. Nosrati, S. M. Binesh
doaj   +1 more source

Geotechnical insights into Louisiana soil: a comprehensive review paper

Discover Soil
This comprehensive review paper compiles and analyzes the geotechnical properties of Louisiana’s diverse soils, synthesizing findings from numerous studies.
Zamiul Ahmed, Shoma Hore, Mushfika Ansary, Md Monir Hossain, Mosharof Al Alim, Shahida Syeed Konok, Ripon Hore, Mehedi A. Ansary   +7 more
doaj   +1 more source