Results 21 to 30 of about 1,519 (230)
Effect of Stress Level of Surrounding Soil on Bored Pile Capacity in Sand [PDF]
Engineering and Technology Journal, 2013 This study deals with assessing the effect of stress level on bearing capacity factor , distribution of shear stresses at soil-pile interface along pile shaft, and presence of critical depth concept for bored piles axially loaded in compression and ...
Kais T. Shlash +2 more
doaj +1 more source
Effects of cyclic loading on lateral bearing capacity of single pile in silty seabed
Yantu gongcheng xuebaoUnder larger wave loading, the bearing capacity of marine single pile foundation will be reduced, even instability occurs. A series of undrained shear triaxial tests on the remolded marine silt in Hangzhou Bay are carried out by means of the GDS triaxial
WANG Mingyuan 1, SUN Jizhu 2, WANG Yong 3, YANG Yang 4
doaj +1 more source
Optimization and Mechanical Characteristics of Spatial Arc Antislide Pile
Advances in Civil Engineering, 2021 To improve the stress state of traditional antislide pile and utilize the stable soil on both sides of a landslide and slope foot, a spatial arc antislide pile supporting structure was proposed.
You-Sheng Deng +4 more
doaj +1 more source
Experimental Study on Bearing Behavior and Soil Squeezing of Jacked Pile in Stiff Clay
Buildings, 2023 In order to study the bearing behavior and soil-squeezing of jacked piles in stiff clay, two groups of pile penetration tests were performed, with a rough pile that can reproduce the quick-shear behavior of the pile–soil interface, i.e., group 1 in ...
Banglu Xi, Guangzi Li, Xiaochuan Chen
doaj +1 more source
Pile Cap and Cushion Effect Analysis of CFG Pile Composite Foundation Based on Field Test
Taiyuan Ligong Daxue xuebaoPurposes The flexible bedding layer and pile cap have great influences on the pile-soil stress ratio, load sharing ratio, and settlement of CFG pile composite foundation, and further research is still needed about how the flexible bedding layer and pile ...
YAO Yunlong +3 more
doaj +1 more source
Stress Analysis of CFG Pile Composite Foundation in Consolidating Saturated Mine Tailings Dam
Advances in Materials Science and Engineering, 2016 Cement fly-ash gravel (CFG) pile is a widely used ground reinforcement technique. This paper aims to address the mechanical characteristics of CFG composite foundation in consolidating saturated mine tailings (MTs) dam.
Jinxing Lai +6 more
doaj +1 more source
Shuiwen dizhi gongcheng dizhiThe pile-soil stress ratio is a critical parameter in evaluating the bearing capacity and settlement of rigid pile composite foundations and holds significant engineering importance in their optimization design. Existing calculation methods are primarily
Tao CHEN +3 more
doaj +1 more source
Soils and Foundations, 2023 Piles driven in Intermediate GeoMaterials (IGM) pose multiple design and construction challenges because of the high uncertainty in IGM properties, lacking knowledge pertaining to pile responses in IGM, and absence of classification, static analysis (SA)
Nafis Bin Masud +2 more
doaj +1 more source
Karl Popper and the Mechanisms of Hydrogen Embrittlement
Advanced Engineering Materials, EarlyView.Representation of the beginning of loss of ductility rather than embrittlement. Small concentrations of hydrogen in a diffusible form within iron are well‐established to harm the mechanical integrity of steels. There are theories that attempt to explain the pernicious role of hydrogen.
H. K. D. H. Bhadeshia
wiley +1 more source
Laser‐Induced Graphene from Waste Almond Shells
Advanced Functional Materials, EarlyView.Almond shells, an abundant agricultural by‐product, are repurposed to create a fully bioderived almond shell/chitosan composite (ASC) degradable in soil. ASC is converted into laser‐induced graphene (LIG) by laser scribing and proposed as a substrate for transient electronics.
Yulia Steksova +9 more
wiley +1 more source