|Table of Contents|

Study on preparation and strength testing of road-used clayey silt cold-bonded lightweight aggregates(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2026年2期
Page:
15-27
Research Field:
道路工程
Publishing date:

Info

Title:
Study on preparation and strength testing of road-used clayey silt cold-bonded lightweight aggregates
Author(s):
LIU Yu1 ZHOU Cheng-wang1 LIANG Jin-long2 KANG Zu-wei3 WANG Jin-gang2 HAN Xin4
(1. School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China; 2. China Railway Seventh Group Co., Ltd., Zhengzhou 450016, Henan, China; 3. China Railway(Shanghai)Investment Group Co., Ltd.,Shanghai 201101, China; 4. Beijing Jingang Airport Road Construction Co., Ltd., Beijing 100073, China)
Keywords:
road engineering cold-bonded lightweight aggregates indoor testing clayey silt cylinder strength
PACS:
U414
DOI:
10.19721/j.cnki.1671-8879.2026.02.002
Abstract:
To reduce the reliance of engineering construction on traditional mineral aggregates and promote the sustainable development of highway engineering, a low-carbon and efficient artificial aggregate preparation method based on powder granulation technology was proposed based on an engineering project in Zhengzhou. Clayey silty soil was used as the main raw material, and ordinary Portland cement(OPC), rapid-hardening aluminate cement(RAC), and slag cement composed of ground granulated blast-furnace slag mixed with ordinary Portland cement(GSC)were adopted as cold binders to prepare ordinary Portland cement lightweight aggregates(OPCLA), rapid-hardening aluminate cement lightweight aggregates(RACLA), and slag cement lightweight aggregates(GSCLA), respectively. Based on laboratory experiments, the optimal process parameters for the preparation of cold-bonded lightweight aggregates from silty soil were investigated, and the influences of cold binder type, binder content, and curing age on the physical and mechanical properties of the lightweight aggregates were established. The results show that, by controlling the optimal granulation process parameters, including a moisture content of 15%, a rotational speed of 30 r/min, and a feeding rate of 0.6 kg/s, lightweight aggregates with a granulation rate of 91.3%, uniform, and well-formed particles are obtained. RACLA exhibits the fastest strength development within the first 3 days of curing and is suitable for projects with tight construction schedules. After 28 days of curing, the single-particle strength and crushing strength of OPCLA reach 3.55 and 6.96 MPa, respectively, indicating a high level of later-age strength. When 30% of OPC is replaced by ground granulated blast-furnace slag in GSCLA, the strength decreases to a certain extent, whereas the cost significantly reduces, resulting in superior economic performance. The fitting results show that the single-particle strength of lightweight aggregates can be represented by a linear relationship with the crushing strength. Comprehensive performance evaluation shows that the cold-bonded lightweight aggregates after 3 days of curing can meet the performance requirements of subgrade and base layers during both construction and service stages. The artificial lightweight aggregates preparation method proposed in this study can provide technical support for the application of subgrade and base materials in road engineering.4 tabs, 11 figs, 36 refs.

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Last Update: 2026-04-20