Preparation and Performance Study of Large Volume Foamed Lightweight Soil for an Intelligent Networked Vehicle Test Site
Abstract
:1. Introduction
2. Project Overview
3. Materials and Methods
3.1. Raw Materials
3.2. Material Composition and Proportioning
3.3. Technical Specifications of FLS
- (1)
- Wet density: 600 ± 30 kg/m3;
- (2)
- Foam density: 50 ± 2 kg/m3;
- (3)
- Flow factor: 170 ± 10 mm;
- (4)
- 7 d compressive strength ≥ 0.5 MPa, 28 d compressive strength ≥ 1.0 MPa.
3.4. Sample Preparation
- (1)
- Foam preparation
- (2)
- Sample preparation
3.5. Performance Test Method of FLS
- (1)
- Flow factor: according to CECS 249-2008 “Technical Specification for Cast-in-place Foamed Lightweight Soil”, as shown in Figure 2c. Firstly, the stainless steel cylinder with a diameter of 80 mm and a height of 80 mm is placed on the flat glass plate or acrylic plate. Secondly, the prepared FLS is poured into the cylinder, and the excess FLS is scraped off the surface with a scraper, and then the cylinder is gently lifted. Finally, the diameter of the pulp cake on the plate is measured with calipers in two directions perpendicular to each other, and the arithmetic mean value is taken as the result of the flow factor.
- (2)
- Wet density: according to CECS 249-2008 “Technical Specification for Cast-in-place Foamed Lightweight Soil”, as shown in Figure 2d. Clean the inner and outer walls of the 1L stainless steel capacity cylinder with a cloth, weigh it electronically, and reset it to zero. Then, pour the prepared FLS into the capacity cylinder, scrape it flat with a scraper, wipe the outer wall of the cylinder with a cloth, and weigh it. The reading on the electronic scale is the wet density of the FLS.
- (3)
- Compressive strength: mechanical properties of FLS are tested following the GBT 11969-2020 “Test Method for the performance of Autoclaved Aerated Concrete”. First, use callipers to measure the exact size of the compression surface of 100 × 100 × 100 mm specimen, then put the specimen in the center of the testing plate, and start the testing machine. When the upper pressing plate is close to the specimen, adjust the ball seat to balance the contact. Finally, the load was uniformly added at the loading speed of 0.1 ± 0.02 kN/s until the specimen was destroyed, and the failure load P was recorded. Then, the compressive strength of FLS can be calculated.
4. Physical Properties of FLS
4.1. Characteristics of FLS Material Composition
4.2. Physical Properties of FLS
5. Advanced Preparation Process of FLS
5.1. Slurry Preparation
5.2. Vehicle-Mounted Mobile Intelligent Control Centre
5.3. On-Site Pouring and Maintenance
6. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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---|---|---|---|---|---|---|---|---|---|---|
Cement | 60.11 | 20.92 | 5.76 | 3.24 | 1.15 | 2.86 | 0.88 | 0.14 | 0.31 | 4.17 |
Granulated Blast Furnace Slag | 39.92 | 31.23 | 14.12 | 0.78 | 7.34 | 2.23 | 0.61 | 0.72 | 0.76 | −0.29 |
Fly Ash | 0.44 | 57.64 | 21.49 | 6.52 | 1.77 | 0.37 | 3.42 | 0.12 | 0.93 | 6.85 |
Density/(kg/m3) | Specific Surface Area/(m2/kg) | Stability/mm | Setting Times/min | Flexural Strength/MPa | Compressive Strength/MPa | |||
---|---|---|---|---|---|---|---|---|
Initial Setting Time | Final Setting Time | 3 d | 28 d | 3 d | 28 d | |||
3100 | 340 | 2 | 170 | 235 | 5.6 | 8.7 | 28.1 | 50.4 |
No. | Item | JC/T2199-2013 “Foaming Agents for Foamed Concrete” Technical Specification Requirements | Test Results |
---|---|---|---|
1 | Multiple of performed foam | 15~30 | 20 |
2 | Foam density, kg/m3 | 40~60 | 50 |
3 | pH | 8.5~10.5 | 10.2 |
4 | Settling distance after 1 h, mm | ≤70 | 35 |
5 | Water secretion rate after 1 h, % | ≤80 | 68 |
6 | Slurry settling rate (curing for 1 d), % | ≤8 | 3 |
No. | Cementitious Material Systems | Water | Foam | ||
---|---|---|---|---|---|
C | GBFS | FA | |||
A | 345 | 0 | 0 | 224 | 33.2 |
B | 207 | 138 | 0 | 224 | 33.0 |
C | 207 | 0 | 138 | 224 | 32.3 |
D | 103.5 | 103.5 | 138 | 224 | 32.1 |
No. | A | B | C | D |
---|---|---|---|---|
Cementitious material systems | 100%C | 60%C + 40%GBFS | 60%C + 40%FA | 30%C + 30%GBFS + 40%FA |
Flow factor, mm | 170 | 175 | 178 | 175 |
Wet density, kg/m3 | 601 | 597 | 596 | 593 |
7 d compressive strength, MPa | 1.16 | 0.95 | 0.63 | 0.82 |
28 d compressive strength, MPa | 2.18 | 2.12 | 1.56 | 1.90 |
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Liu, H.; Liu, G.; Wang, H.; Wan, H.; Xu, X.; Shen, C.; Xuan, J.; He, Q. Preparation and Performance Study of Large Volume Foamed Lightweight Soil for an Intelligent Networked Vehicle Test Site. Materials 2022, 15, 5382. https://0-doi-org.brum.beds.ac.uk/10.3390/ma15155382
Liu H, Liu G, Wang H, Wan H, Xu X, Shen C, Xuan J, He Q. Preparation and Performance Study of Large Volume Foamed Lightweight Soil for an Intelligent Networked Vehicle Test Site. Materials. 2022; 15(15):5382. https://0-doi-org.brum.beds.ac.uk/10.3390/ma15155382
Chicago/Turabian StyleLiu, Hao, Gang Liu, Huqiang Wang, Huiwen Wan, Xiaoyang Xu, Cong Shen, Jiaqi Xuan, and Qiqing He. 2022. "Preparation and Performance Study of Large Volume Foamed Lightweight Soil for an Intelligent Networked Vehicle Test Site" Materials 15, no. 15: 5382. https://0-doi-org.brum.beds.ac.uk/10.3390/ma15155382