A Novel Reinforcement Method for Soft Soil Foundation: Numerical and Experimental Investigations
- DOI
- 10.2991/978-94-6463-793-9_96How to use a DOI?
- Keywords
- Soft soil foundation; Three-dimensional drainage; Drainage consolidation; Reinforcement effect
- Abstract
The utilization of soft soil in civil engineering projects is fraught with challenges, primarily due to its inherent weaknesses including high water content, high void ratio, high compressibility, low permeability, and low bearing capacity. This study proposes a novel three-dimensional sandy drainage system that integrates vertical sand columns and horizontal diffusing sand piers or slender sand belts formed high-pressure rotary jetting. The proposed method addresses the limitations of conventional techniques, including prolonged construction periods, environmental concerns associated with plastic drainage boards, and insufficient deep-layer treatment, by leveraging natural sand to establish an eco-friendly and efficient underground drainage network. To evaluate the performance of the novel reinforcement method, numerical simulations and large-scale consolidation tests were conducted. The numerical simulation results demonstrated that the placement of a horizontal drainage body at the mid-depth of a vertical sand column optimizes consolidation efficiency, reducing the time reaching the degree of consolidation of 90% by 44% (from 25.06 days to 13.99 days) and decreasing settlement by 8% compared to a system with only vertical drainage. Experimental tests further validated the superiority of the three-dimensional sandy drainage system over plastic drainage board and vertical sandy drainage, showing 55% higher vane shear strength at 20 cm depth. The horizontal sandy drainage body enhanced radial drainage capacity and introduced an "anchor effect" improving deep soil stability and bearing capacity. These findings highlight the proposed three-dimensional sandy drainage system as a sustainable and efficient solution for soft soil foundation reinforcement, offering significant advancements over existing techniques in both engineering performance and environmental compatibility.
- Copyright
- © 2025 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Xu Liu AU - Wang Tang AU - Yaoting Zhu AU - Zhifa Yu AU - Ju Chen PY - 2025 DA - 2025/07/28 TI - A Novel Reinforcement Method for Soft Soil Foundation: Numerical and Experimental Investigations BT - Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025) PB - Atlantis Press SP - 1144 EP - 1155 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-793-9_96 DO - 10.2991/978-94-6463-793-9_96 ID - Liu2025 ER -