Results 1 to 10 of about 2,974 (265)
Experimental investigation of dynamic shear stiffness and damping ratio characteristics of marine soils in Lingdingyang Bay, China [PDF]
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]
Marta Miletic
exaly +2 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
doaj +1 more source
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
doaj +1 more source
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
doaj +1 more source
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
doaj +3 more sources
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
doaj +1 more source
Jet Scour in Cohesive and Non-Cohesive Soil
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. +3 more
openaire +2 more sources
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
doaj +1 more source
Hydrofracturing Pressure of Cohesive Soils
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

