中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Reinforcement of a Soft Soil Foundation Using Waste Soil Prefabricated Piles: A Case Study

文献类型:期刊论文

作者Li, Zhen-bao2,3; Zhang, Qian-qing2,3; Xiao, Kai4; Wang, Shu-jian5; Cui, Wei1; Lei, Mei-qing6; Wang, Yong-tao4
刊名INTERNATIONAL JOURNAL OF GEOMECHANICS
出版日期2024-11-01
卷号24期号:11页码:9
关键词Bearing capacity Hydraulic extrusion equipment Precast pile of cement-modified waste soil Reinforcement of soft foundation Waste soil
ISSN号1532-3641
DOI10.1061/IJGNAI.GMENG-9971
英文摘要A large amount of excavation waste soil will be produced during highway construction, which will lead to environmental pollution and construction site occupation. To make full use of the excavation waste soil, hydraulic pile-forming equipment with a maximum pressure of 200 t is developed based on the principle of building clean transportation infrastructure. In addition, a precast pile with modified waste soil (PPMS) is proposed to achieve the large-scale consumption of the excavation waste soil. The PPMS has the advantages of regular shape, reliable quality, and stable bearing capacity. The relevant production standards and construction processes are proposed in this paper. The static pressure test analysis of the PPMS and lime-soil compaction pile was performed to verify the feasibility of the PPMS in reinforcing soft foundations. The test results show that the bearing capacity of a single PPMS could reach 600 kN. Under the upper load of 400 kPa, the settlement of the PPMS-reinforced soft foundation is 30% smaller than that of the lime-soil compaction pile. The PPMS has the advantages of high bearing capacity and economic and environmental protection, which is suitable for reinforcing soft foundations.
资助项目National Natural Science Foundation of China[52278358] ; Young Experts of Taishan Scholar Project of Shandong Province[tsqn202103163] ; Program of Outstanding Young and Middle-Aged Scholars of Shandong University ; Program for Qilu Young Scholars of Shandong University
WOS研究方向Engineering
语种英语
WOS记录号WOS:001313690100036
出版者ASCE-AMER SOC CIVIL ENGINEERS
源URL[http://119.78.100.198/handle/2S6PX9GI/42502]  
专题中科院武汉岩土力学所
通讯作者Zhang, Qian-qing
作者单位1.Shandong Univ, Sch Qilu Transportat, Jinan 250002, Peoples R China
2.Shandong Univ, Geotech & Struct Engn Res Ctr, Jinan 250061, Peoples R China
3.Shandong Univ, Res Inst New Mat & Intelligent Equipment, Dezhou 251100, Peoples R China
4.Shandong Luqiao Grp Co Ltd, Jinan 250021, Peoples R China
5.Shandong Hi Speed Grp Co Ltd, Jinan 250098, Peoples R China
6.Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan 430071, Peoples R China
推荐引用方式
GB/T 7714
Li, Zhen-bao,Zhang, Qian-qing,Xiao, Kai,et al. Reinforcement of a Soft Soil Foundation Using Waste Soil Prefabricated Piles: A Case Study[J]. INTERNATIONAL JOURNAL OF GEOMECHANICS,2024,24(11):9.
APA Li, Zhen-bao.,Zhang, Qian-qing.,Xiao, Kai.,Wang, Shu-jian.,Cui, Wei.,...&Wang, Yong-tao.(2024).Reinforcement of a Soft Soil Foundation Using Waste Soil Prefabricated Piles: A Case Study.INTERNATIONAL JOURNAL OF GEOMECHANICS,24(11),9.
MLA Li, Zhen-bao,et al."Reinforcement of a Soft Soil Foundation Using Waste Soil Prefabricated Piles: A Case Study".INTERNATIONAL JOURNAL OF GEOMECHANICS 24.11(2024):9.

入库方式: OAI收割

来源:武汉岩土力学研究所

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