Results 11 to 20 of about 2,186,796 (355)
Desiccation Cracking Behavior of Sustainable and Environmentally Friendly Reinforced Cohesive Soils [PDF]
Polymers (Basel), 2020 Desiccation cracking of cohesive soils is the development of cracks on the soil surface as a result of a reduction in water content. The formation of desiccation cracks on the cohesive soil surface has an undesirable impact on the mechanical ...
M. Izzo, M. Miletić
semanticscholar +2 more sources
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
Non-eroding speed of water flow of channels running in cohesive soils
, 2021 The authors of the article, on the basis of laboratory experiments, describe the kinematic the structure of the erosion rates of the water flow in the conditions of non-cohesive soil lying in the peceidal canals.
S. Eshev +5 more
semanticscholar +1 more source
Applied Sciences, 2021 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
Improving safety of runway overrun through the correct numerical evaluation of rutting in Cleared and Graded Areas [PDF]
, 2014 Aircraft overrun is potentially very dangerous to human life. Statistics show that overrun is mainly due to human errors causing loss of control in wheel alignment, high approach speed, and long touchdown.
Benedetto, Andrea +2 more
core +1 more source
Applied Sciences, 2020 Soil treatment methods to cope with ever-growing demands of construction industry and environmental aspects are always explored for their suitability in different in-situ conditions.
A. Moghal +5 more
semanticscholar +1 more source
Self-stresses and Crack Formation by Particle Swelling in Cohesive Granular Media [PDF]
, 2004 We present a molecular dynamics study of force patterns, tensile strength and crack formation in a cohesive granular model where the particles are subjected to swelling or shrinkage gradients.
D. Maugis +12 more
core +3 more sources
SIMULATING THE BEHAVIOR OF SOFT COHESIVE SOILS USING THE GENERALIZED BOUNDING SURFACE MODEL
International Journal for Computational Civil and Structural Engineering, 2019 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
doaj +1 more source
Revista Brasileira de Ciência do Solo, 2004 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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Investigation into the effect of uncertainty of CPT-based soil type estimation on the accuracy of CPT-based pile bearing capacity analysis [PDF]
, 2016 Cone Penetration Test (CPT or CPTu) is commonly used for estimating soil types and also for the geotechnical design of pile foundation. However, the level of agreement between the CPT-based soil types and the traditional identification of soil types ...
Bellis, Angela, Hamza, Omar
core +2 more sources