You are currently on the new version of our website. Access the old version .

6 Results Found

  • Article
  • Open Access
1 Citations
1,752 Views
40 Pages

4 November 2023

Given that the existing drainage strengthening methods for underwater damaged piers are expensive, inefficient, and cause shipping traffic disruptions, an urgent need exists to explore undrained strengthening methods, such as the precast concrete seg...

  • Article
  • Open Access
3 Citations
2,164 Views
20 Pages

1 November 2021

Compared with the conventional drainage strengthening techniques, the precast concrete segment assembly strengthening method (PCSAM) is regarded as a fast, more economical, and traffic-friendly underwater strengthening method for damaged bridge piers...

  • Article
  • Open Access
12 Citations
2,819 Views
15 Pages

9 September 2019

Offshore wind turbine foundations are commonly subjected to large horizontal, vertical, and bending moment loads. Marine soils have high moisture content, high compressibility, high sensitivity, and low strength, resulting in insufficient foundation...

  • Article
  • Open Access
1 Citations
607 Views
13 Pages

Experimental Study on the Strength Characteristics of Modified Guilin Red Clay

  • Wenwu Chen,
  • Zhigao Xie,
  • Jiguang Chen,
  • Mengyao Hong,
  • Xiaobo Wang,
  • Haofeng Zhou and
  • Bai Yang

18 July 2025

To address the engineering challenges associated with Guilin red clay, such as its potentially low strength and unfavorable mechanical behavior, this study investigated the effectiveness of lignin and lime as modifiers. Consolidation undrained triaxi...

  • Article
  • Open Access
4 Citations
4,013 Views
19 Pages

A Cyclic Macro-Element Framework for Consolidation-Dependent Three-Dimensional Capacity of Plate Anchors

  • Anderson Peccin da Silva,
  • Andrea Diambra,
  • Dimitris Karamitros and
  • Shiao Huey Chow

13 February 2021

This paper presents a new macro-element modelling framework for plate anchors which enables the effect of pore water pressure changes and the related evolution of soil strength during the process of cyclic loading and consolidation to be captured. Th...

  • Article
  • Open Access
1 Citations
809 Views
21 Pages

15 July 2025

To investigate the slope instability caused by differential frost heaving mechanisms from the slope crest to the toe during frost heave processes, this study takes a typical silty clay slope in Xinjiang, China, as the research object. Through indoor...