Results 41 to 50 of about 240 (174)
A Novel Permutation Entropy–Based Method for Assessing the Stability of Seawalls on Soft Soils
Evaluating the stability of seawalls constructed on soft soils is critical but challenging. Traditional methods often depend on whether settlement velocity exceeds predefined thresholds, which can overlook subtle settlement fluctuations and may be less adaptable to varying construction and environmental conditions.
Peng Qin +4 more
wiley +1 more source
A colheita mecanizada da cana-de-açúcar, quando realizada em épocas da safra em que o solo se encontra com conteúdos inadequados de água, tem sido responsável pela compactação do solo e a redução da produtividade nos ciclos posteriores da cultura.
Eduardo da C. Severiano +5 more
doaj +1 more source
LaB6 surface modification of PA12 enables efficient NIR diode laser PBF‐LB processing, with enhanced tensile strength and tailored microstructures achieved at minimal additionaly energy. By reducing the need for high filler content, this approach expands the options and performance levels of advanced industrial‐grade polymer additive manufacturing. The
Nadine Stratmann +8 more
wiley +1 more source
A compressibilidade do solo é dependente do tipo, da intensidade, da freqüência da força aplicada por máquinas agrícolas e dos sistemas de manejo adotados.
Cláudia Liane Rodrigues de Lima +3 more
doaj +1 more source
Improving Constitutive Modelling of Soft Organic Clays With New Experimental Insight
ABSTRACT The engineering response of soft organic clays is controlled by anisotropy, stress history and the nature of organic matter. The behaviour of these soils has been investigated extensively over compression triaxial paths, and models are available to successfully reproduce available experimental observations. However, open questions remain about
Ching‐Yu Chao +2 more
wiley +1 more source
INNOVATIONS IN ONE-DIMENSIONAL CONSOLIDATION TESTING: A REVIEW OF THE DOUBLE-ACTION OEDOMETER [PDF]
This study presents an in-depth evaluation of the double-action oedometer (DAO) as an advanced testing apparatus for simulating soil compressibility under near-field conditions.
OWUSU-YEBOAH Zakaria +3 more
doaj +1 more source
Expansive/swell-shrink soils exhibit high plasticity and low strength, which lead to settlement and instability of lightly loaded structures. These problematic soils contain various swelling clay minerals that are unsuitable for engineering requirements.
Fazal E. Jalal +4 more
doaj +1 more source
ABSTRACT The paper presents the modelling of unsaturated soils with the material point method (MPM), including the effect of wetting leading to the loss of strength and the volumetric collapse. The elastoplastic Clay and Sand Model (CASM) extended to unsaturated conditions, formulated in terms of Bishop's stress and suction, has been implemented in an ...
Gaia Di Carluccio +3 more
wiley +1 more source
Through the experimental and theoretical studies, the effects of humidity and freeze-thaw (FT) cycles on the compression and pore structure characteristics of a compacted expansive soil have been investigated.
HAN Zhong 1, 2 , ZOU Weilie 1, 2, PEI Qiuyang 1, WANG Xiequn 3, ZHANG Hongri 4
doaj +1 more source
Abstract Coastal depositional environments, particularly salt marshes, are among the morphologies most vulnerable to relative sea‐level rise (RSLR). Their ability to withstand changing conditions is closely related to their capacity to accrete sediment, gaining elevation at a rate comparable to RSLR. Sedimentation, decomposition of organic remains, and
Claudia Zoccarato +10 more
wiley +1 more source

