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Investigating Calcareous and Silica Sand Behavior at Material Interfaces: A Comprehensive Study Cover

Investigating Calcareous and Silica Sand Behavior at Material Interfaces: A Comprehensive Study

Open Access
|Nov 2024

Figures & Tables

Figure 1:

Grain size distribution curves and photographs of calcareous and silica sands.
Grain size distribution curves and photographs of calcareous and silica sands.

Figure 2:

Steel and concrete plates with various Rn values.
Steel and concrete plates with various Rn values.

Figure 3:

Shear strength envelopes for the tested soils at Dr of 30 and 90%.
Shear strength envelopes for the tested soils at Dr of 30 and 90%.

Figure 4:

Shear strength envelopes for the interaction between (a) calcareous sand and steel plates, and (b) silica sand and steel plates, with different Rn values (Dr = 90%).
Shear strength envelopes for the interaction between (a) calcareous sand and steel plates, and (b) silica sand and steel plates, with different Rn values (Dr = 90%).

Figure 5:

Maximum interface shear strength values between calcareous or silica sand and steel plates with various Rn values, under various normal stress levels and Dr = 90%.
Maximum interface shear strength values between calcareous or silica sand and steel plates with various Rn values, under various normal stress levels and Dr = 90%.

Figure 6:

Friction angle ratios for both calcareous and siliceous sand (Dr = 90%).
Friction angle ratios for both calcareous and siliceous sand (Dr = 90%).

Figure 7:

Shear strength envelopes for the calcareous sand-steel interface under (a) Dr = 30% and (b) Dr = 90% with various Rn values.
Shear strength envelopes for the calcareous sand-steel interface under (a) Dr = 30% and (b) Dr = 90% with various Rn values.

Figure 8:

Maximum shear strength of the calcareous sand-steel interface versus the Rn under various normal stress levels.
Maximum shear strength of the calcareous sand-steel interface versus the Rn under various normal stress levels.

Figure 9:

Variation of the friction angle ratio of calcareous sand-steel interface versus the Rn under Dr 0f 30 and 90%.
Variation of the friction angle ratio of calcareous sand-steel interface versus the Rn under Dr 0f 30 and 90%.

Figure 10:

Shear strength envelopes of the calcareous sand-concrete interface.
Shear strength envelopes of the calcareous sand-concrete interface.

Figure 11:

Maximum mobilized shear strength values at the interface of calcareous sand and steel or concrete plates under various normal stress values (Dr = 90%).
Maximum mobilized shear strength values at the interface of calcareous sand and steel or concrete plates under various normal stress values (Dr = 90%).

Figure 12:

Friction angle ratio for calcareous sand-concrete or steel interface at Dr of 90%.
Friction angle ratio for calcareous sand-concrete or steel interface at Dr of 90%.

Figure 13:

Shearing angles of 0° and 90°.
Shearing angles of 0° and 90°.

Figure. 14:

Effect of shearing angle on the shear strength envelopes at the interface of calcareous sand and concrete or steel plates (Dr = 90%).
Effect of shearing angle on the shear strength envelopes at the interface of calcareous sand and concrete or steel plates (Dr = 90%).

Physical and geotechnical properties of calcareous and silica sands_

CharacteristicsSymbolUnitCalcareous SandSilica Sand
Specific GravityGs(-)2.732.71
Particle Diameter at 10% FinerD10(mm)0.40.4
Particle Diameter at 30% FinerD30(mm)0.70.7
Particle Diameter at 50% Finer (mean particle size)D50(mm)11
Particle Diameter at 60% FinerD60(mm)1.191.19
Coefficient of UniformityCu(-)2.982.98
Coefficient of CurvatureCc(-)1.031.03
Minimum Void Ratioemin(-)0.610.54
Maximum Void Ratioemax(-)0.960.91
Maximum Dry DensityMDD(g/cm3)1.5211.9
Optimum Moisture ContentOMC(%)48
Soil Type (Unified Soil Classification System)UCSC-SPSP

Chemical properties of calcareous sand_

CompoundMass percentage (%)
CaO50.03
MgO1.630
SiO20.908
Na2O0.796
SrO0.580
Cl0.525
SO30.500
Al2O30.270
Fe2O30.126
P2O50.091
K2O0.066
CuO0.021
LOI*44.46
DOI: https://doi.org/10.2478/sgem-2024-0023 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 315 - 327
Submitted on: Oct 27, 2023
Accepted on: Aug 25, 2024
Published on: Nov 6, 2024
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2024 Abolghasem Ahmadi, Mohammad Amin Nozari, Meysam Bayat, Ehsan Delavari, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.