Open Access
Open access
том 20 издание 2 страницы 32-56

A REVIEW OF ROAD EMBANKMENT STABILITY ON SOFT GROUND: PROBLEMS AND FUTURE PERSPECTIVE

Che Mamat R., Kasa A., Mohd Razali S.F.
Тип публикацииJournal Article
Дата публикации2019-12-02
SCImago Q3
WOS Q3
БС3
SJR0.252
CiteScore2.3
Impact factor0.7
ISSN1511788X, 22897860
General Chemical Engineering
General Engineering
Applied Mathematics
General Computer Science
Краткое описание

This paper presents an exhaustive review of the challenges faced in the construction of road embankments on soft ground and proposes a direction for future development. Frequently used techniques for soft ground improvement are discussed. The factors that contribute to the stability of the road embankment are reviewed by approach, results of past studies, and historical cases. The findings show that settlement, slope stability, and soil bearing capacity are all challenges to constructing the road embankment. Additionally, it is found that geometric data is a key factor in embankment design. Pre-loading with prefabricated vertical drain (PVDs) methods and lightweight fill were found to be widely used techniques in soft ground improvement. The information from this study can be used to develop design guidance systems, numerical modelling, and to give an overview and knowledge to other researchers who are or will conduct research in this field. Finally, future perspectives for research are related to predictions of factors that affect the stability of road embankment with an artificial intelligence approach. ABSTRAK: Kertas ini membentangkan ulasan kajian menyeluruh mengenai cabaran yang dihadapi dalam pembinaan benteng jalanraya di atas tanah lembut dan mencadangkan ke arah pembangunan kajian masa depan. Teknik-teknik penambahbaikan tanah lembut yang sering digunakan turut dibincangkan. Faktor- faktor yang menyumbang kepada kestabilan benteng jalanraya diulas dengan pendekatan kepada kajian lepas dan sejarah kes. Hasil kajian ini didapati bahawa enapan, kestabilan cerun dan keupayaan galas tanah merupakan cabaran dalam pembinaan benteng jalanraya. Selain itu, ia didapati bahawa data geometri merupakan faktor penting kepada rekabentuk benteng. Kaedah pra pembebanan dengan prefabrikasi saliran menegak (PVDs) dan isian ringan didapati teknik yang popular digunakan dalam pembaikkan tanah lembut masa kini. Maklumat dari kajian ini boleh digunakan untuk membangunkan sistem panduan reka bentuk, pemodelan berangka serta memberi gambaran dan ilmu kepada penyelidik lain yang sedang  atau akan menjalankan kajian dalam bidang ini. Akhir sekali, perspektif masa depan untuk penyelidikan berkaitan ramalan faktor-faktor yang mempengaruhi kestabilan embankment jalanraya dengan pendekatan kepintaran buatan.

Для доступа к списку цитирований публикации необходимо авторизоваться.

Топ-30

Журналы

1
2
Lecture Notes in Civil Engineering
2 публикации, 14.29%
IOP Conference Series: Earth and Environmental Science
2 публикации, 14.29%
Applied Sciences (Switzerland)
1 публикация, 7.14%
Materials Today: Proceedings
1 публикация, 7.14%
Arabian Journal of Geosciences
1 публикация, 7.14%
International Journal of Geotechnical Engineering
1 публикация, 7.14%
Transportation Research Procedia
1 публикация, 7.14%
Case Studies in Construction Materials
1 публикация, 7.14%
KSCE Journal of Civil Engineering
1 публикация, 7.14%
Transportation Geotechnics
1 публикация, 7.14%
Building and Environment
1 публикация, 7.14%
Results in Materials
1 публикация, 7.14%
1
2

Издатели

1
2
3
4
5
6
7
Elsevier
7 публикаций, 50%
Springer Nature
3 публикации, 21.43%
IOP Publishing
2 публикации, 14.29%
MDPI
1 публикация, 7.14%
Taylor & Francis
1 публикация, 7.14%
1
2
3
4
5
6
7
  • Мы не учитываем публикации, у которых нет DOI.
  • Статистика публикаций обновляется еженедельно.

Вы ученый?

Создайте профиль, чтобы получать персональные рекомендации коллег, конференций и новых статей.
 Войти с ORCID
Метрики
14
Поделиться
Цитировать
ГОСТ |
Цитировать
Che M., Kasa A., Mohd R. A REVIEW OF ROAD EMBANKMENT STABILITY ON SOFT GROUND: PROBLEMS AND FUTURE PERSPECTIVE // IIUM Engineering Journal. 2019. Vol. 20. No. 2. pp. 32-56.
ГОСТ со всеми авторами (до 50) Скопировать
Che M., Kasa A., Mohd R. A REVIEW OF ROAD EMBANKMENT STABILITY ON SOFT GROUND: PROBLEMS AND FUTURE PERSPECTIVE // IIUM Engineering Journal. 2019. Vol. 20. No. 2. pp. 32-56.
RIS |
Цитировать
TY - JOUR
DO - 10.31436/iiumej.v21i1.996
UR - https://doi.org/10.31436/iiumej.v21i1.996
TI - A REVIEW OF ROAD EMBANKMENT STABILITY ON SOFT GROUND: PROBLEMS AND FUTURE PERSPECTIVE
T2 - IIUM Engineering Journal
AU - Che, Mamat
AU - Kasa, A
AU - Mohd, Razali
PY - 2019
DA - 2019/12/02
PB - International Islamic University Malaysia
SP - 32-56
IS - 2
VL - 20
SN - 1511-788X
SN - 2289-7860
ER -
BibTex |
Цитировать
BibTex (до 50 авторов) Скопировать
@article{2019_Che,
author = {Mamat Che and A Kasa and Razali Mohd},
title = {A REVIEW OF ROAD EMBANKMENT STABILITY ON SOFT GROUND: PROBLEMS AND FUTURE PERSPECTIVE},
journal = {IIUM Engineering Journal},
year = {2019},
volume = {20},
publisher = {International Islamic University Malaysia},
month = {dec},
url = {https://doi.org/10.31436/iiumej.v21i1.996},
number = {2},
pages = {32--56},
doi = {10.31436/iiumej.v21i1.996}
}
MLA
Цитировать
Che, Mamat, et al. “A REVIEW OF ROAD EMBANKMENT STABILITY ON SOFT GROUND: PROBLEMS AND FUTURE PERSPECTIVE.” IIUM Engineering Journal, vol. 20, no. 2, Dec. 2019, pp. 32-56. https://doi.org/10.31436/iiumej.v21i1.996.
Ошибка в публикации?