However, there are no obvious rules about the determination of friction angles in that study. For marine soft clay, Hu and Luo9 applied permeable stone to the simulation of pile interfaces, and examined the shear creep behavior on the pile-clay interface of Shanghai soft soil. This ...
To investigate the impact of diverse soil characteristics and surface irregularities on interfacial shear strength attributes, a large-scale straight shear apparatus and particle flow software were employed to conduct interfacial shear experiments with varying soil properties and surface irregularities. The re...
regression line ofCSslope is 0.99 and that ofTSis 0.89. This suggests more precision and correlation. It should also be near to 1 for the squared correlation coefficient (through the origin) between experimental and
It freely infiltrates runoff to underlying layers for temporary storage and gradual infiltration to sub-soil or drainage system. There has been an uptick in demand for permeable pavements in many cities across the United States and worldwide. In Europe, pervious concrete was used to reduce road ...
Use of manufactured pellet aggregates to study the effect of aggregate crushing on strength and deformation behavior at the concrete-soil interface. In: ... G Baykal,E Danyildiz 被引量: 2发表: 2010年 TESTING STUDY ON INTERNAL AND EXTERNAL FRICTION AND FRICTIONAL STRENGTH OF SOILS土体内外摩擦及...
the soil, which will determine the pile toe resistance and affect the location of the neutral plane. Nature's iteration of force and soil settlement will decide the final location of the neutral plane.Key words: piles, negative skin friction, drag load, downdrag, neutral plane, pile ...
Analysis of the seismic response of the main structures for Sizewell is discussed in ‘Seismic’ Design Approach for the Sizewell B Nuclear Power Plant [21], which includes the background to soil-structure interaction (SSI) analysis. However, it should be noted that in the early stages of ...
In this study, separated structures of geometric irregular reinforced concrete of 4, 6, and 15 stories with frequency periods of 1.5, 2.5, and 3 seconds and friction coefficient of 碌= 0.1 and 碌= 0.5 were designed under the impact of earthquake spectrum of soil type 3 specified in Iranian...
Roads provide a structurally sound and durable surface for vehicles to travel on by distributing the vehicle wheel loading to the subgrade soil, over the design life of the pavement. The pavement structure comprises multiple layers of different thicknesses, which can include the surface course, base...
The tangential contact between the two surfaces was defined using a friction coefficient of 0.36. A relatively fine mesh was adopted for the pile and a coarser mesh was adopted for the clayey soil as shown in Fig. 4. In this model, the pile and clay were modeled using eight-nodded solid...