Research on the Test Section of High Fill Embankment in Swamp Soil of the Phase I Project of the Solo Kertosono Toll Road in Indonesia

DOI

10.2991/978-94-6463-336-8_45How to use a DOI?

Keywords

Roadbed; Soft soil; Settlement

Abstract

This research project is based on the first phase of the toll road project from Solo to Kertosono in Indonesia, combined with a series of problems encountered during the construction process of the high-fill roadbed engineering in swampy soil. In response to key technologies during the construction process, a special study on the characteristics, bearing mechanism, and deformation law of swampy soil is carried out by using experimental sections. This article sorted out the engineering characteristics of the boundary moisture content, organic matter content, particle size, compression characteristics, and mechanical properties of the foundation soil at the project site, and analyzed the settlement law of the high-fill roadbed test section.

Copyright

© 2023 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.

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TY  - CONF
AU  - Ganmeng Zhang
PY  - 2023
DA  - 2023/12/30
TI  - Research on the Test Section of High Fill Embankment in Swamp Soil of the Phase I Project of the Solo Kertosono Toll Road in Indonesia
BT  - Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023)
PB  - Atlantis Press
SP  - 391
EP  - 399
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-336-8_45
DO  - 10.2991/978-94-6463-336-8_45
ID  - Zhang2023
ER  -