Liquefaction Response and Reinforcement Effect of Saturated Soil Treated by Dynamic Compaction Based on Hydro-Mechanically Coupled Explicit Analysis
In order to accurately analyze the liquefaction and the reinforcement effect of saturated silty and sandy soils treated by dynamic compaction, a hydro-mechanically coupled explicit analysis method was proposed. The method, in combination with the cap model, was carried out using the Abaqus finite el...
Saved in:
| Main Authors: | Sihan Ma, Guo Zhao, Xiaoyuan Yang, Run Xu, Zhiqiang Weng, Jiawei Liu, Chong Zhou, Chao Li |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-07-01
|
| Series: | Buildings |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/15/14/2527 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Liquefaction Assessment Using the CPT and Accounting for Soil Ageing
by: Bambang Setiawan, et al.
Published: (2018-12-01) -
Soil Liquefaction Problems in the Foundations Hydraulic Structures
by: K. P. Morgunov, et al.
Published: (2022-06-01) -
TESTING METHODS FOR MECHANICALLY IMPROVED SOILS: RELIABILITY AND VALIDITY
by: Ana Petkovšek, et al.
Published: (2017-10-01) -
Liquefaction response of reclaimed soils from effective stress analysis
by: Riwaj Dhakal, et al.
Published: (2025-09-01) -
Developing data driven framework to model earthquake induced liquefaction potential of granular terrain by machine learning classification models
by: Kennedy C. Onyelowe, et al.
Published: (2025-07-01)