收藏切换
Numerical simulation research of inclined liquefiable soil improved by concrete-stone composite pile
收藏切换
PDF
Xiaoxue FAN, Kemin JIA, Chengshun XU, Rujiang PAN
Earthquake Engineering and Engineering Dynamics | 2024, 44(1) : 194 - 204
Less
收藏切换
Earthquake Engineering and Engineering Dynamics | 2024, 44(1): 194-204
Numerical simulation research of inclined liquefiable soil improved by concrete-stone composite pile
Full
Xiaoxue FAN, Kemin JIA, Chengshun XU, Rujiang PAN
Affiliations
  • Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing 100124, China
doi: 10.13197/j.eeed.2024.0119
Outline
收藏切换

The investigation of earthquake damage shows that the lateral spread of gently inclined soil is a common form of foundation failure. As the concrete pile has a high vertical bearing capacity and shear resistance, and the stone column has a high permeability, which can effectively reduce the degree of liquefaction of the surrounding soil, whether the concrete-stone composite pile can be used as an effective engineering measure to deal with the large lateral deformation of liquefaction in gently inclined soil, its feasibility is worthy of in-depth research. Therefore, the numerical model of liquefiable soil-pile foundation is established based on OpenSees finite element platform, then the reliability of the numerical model is rerified. On this basis, the reinforcement effect of concrete-stone composite pile on inclined liquefaction soil is studied. In addition, the effects of area ratio of core pile and thickness of stone shell on dynamic response of inclined liquefaction soil are discussed. The results show that the concrete-stone composite pile has a significant anti lateral displacement effect, which can effectively reduce the lateral displacement of the surrounding soil and the bending moment of the concrete core pile. When the proportion of concrete core of pile body is about 20% and the proportion of stone shell area is 80%, it is the optimal design scheme.

inclined liquefiable soil  /  reinforcement measures  /  concrete-stone composite piles  /  numerical simulation
Xiaoxue FAN, Kemin JIA, Chengshun XU, Rujiang PAN. Numerical simulation research of inclined liquefiable soil improved by concrete-stone composite pile[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (1) : 194 -204 . DOI: 10.13197/j.eeed.2024.0119
Year 2024 volume 44 Issue 1
PDF
62
32
Cite this Article
BibTeX
Article Info
doi: 10.13197/j.eeed.2024.0119
  • Receive Date:2023-01-13
  • Online Date:2026-03-30
Article Data
Affiliations
History
  • Received:2023-01-13
  • Revised:2023-03-17
Funding
Affiliations
    Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing 100124, China
References
Share
https://castjournals.cast.org.cn/joweb/dzgcygczd/EN/10.13197/j.eeed.2024.0119
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT