Search alternatives:
linear decrease » linear increase (Expand Search)
map decrease » a decrease (Expand Search), small decrease (Expand Search), step decrease (Expand Search)
wet decrease » we decrease (Expand Search), teer decrease (Expand Search), step decrease (Expand Search)
_ wet » _ west (Expand Search)
linear decrease » linear increase (Expand Search)
map decrease » a decrease (Expand Search), small decrease (Expand Search), step decrease (Expand Search)
wet decrease » we decrease (Expand Search), teer decrease (Expand Search), step decrease (Expand Search)
_ wet » _ west (Expand Search)
-
1
-
2
-
3
-
4
-
5
Point cloud fusion instance effect.
Published 2025“…<div><p>The study proposes a multi-sensor localization and real-timeble mapping method based on the fusion of 3D LiDAR point clouds and visual-inertial data, which addresses the issue of decreased localization accuracy and mapping in complex environments that affect the autonomous navigation of robot dogs. …”
-
6
-
7
Dry wet cycle process.
Published 2025“…The test results showed that, firstly, the absolute expansion and absolute shrinkage of cement-stabilized phosphogypsum materials increased with the increase of compaction, cement dosage and the number of wet and dry cycles, and decreased with the increase of initial water content and the dosage of phosphogypsum; Secondly, the fracture rate of cement-stabilized phosphogypsum materials increased with cement dosage and the number of wet and dry cycles; and decreased with compaction, initial moisture content, and phosphogypsum dosage; Thirdly, the relationship between the absolute expansion or shrinkage of cement-stabilized phosphogypsum materials and the compaction degree and the fracture rate is not a simple linear relationship, but is affected by a combination of factors, showing nonlinear characteristics, which can be fitted by the nonlinear binary quadratic equation f(x,y) =ax<sup>2</sup>+bx+cy<sup>2</sup>+dy+e. …”
-
8
-
9
BPN values at wet and slippery bends.
Published 2025“…<div><p>In order to study the change law of the anti sliding performance of desert highway in the wet and slippery state of the curve, two different curves and straight roads of the same highway were selected for the field test through the method of field test. …”
-
10
MTD values at wet and slippery bends.
Published 2025“…<div><p>In order to study the change law of the anti sliding performance of desert highway in the wet and slippery state of the curve, two different curves and straight roads of the same highway were selected for the field test through the method of field test. …”
-
11
Water Droplet Equilibration on Silicone Elastomer Substrates Containing Mobile Silicones
Published 2024Subjects: -
12
Schematic diagram of the wet/dry cycle process.
Published 2025“…The test results showed that, firstly, the absolute expansion and absolute shrinkage of cement-stabilized phosphogypsum materials increased with the increase of compaction, cement dosage and the number of wet and dry cycles, and decreased with the increase of initial water content and the dosage of phosphogypsum; Secondly, the fracture rate of cement-stabilized phosphogypsum materials increased with cement dosage and the number of wet and dry cycles; and decreased with compaction, initial moisture content, and phosphogypsum dosage; Thirdly, the relationship between the absolute expansion or shrinkage of cement-stabilized phosphogypsum materials and the compaction degree and the fracture rate is not a simple linear relationship, but is affected by a combination of factors, showing nonlinear characteristics, which can be fitted by the nonlinear binary quadratic equation f(x,y) =ax<sup>2</sup>+bx+cy<sup>2</sup>+dy+e. …”
-
13
-
14
-
15
-
16
-
17
-
18
-
19
-
20