Arid
DOI10.11113/jurnalteknologi.v83.14863|
DETERMINATION OF THE COLLAPSE POTENTIAL OF SABKHA SOIL AND DUNE SAND ARID SURFACE SOIL DEPOSITS IN KUWAIT
Al-otaibi, Fahad A.; Aldaihani, Humoud Melfi
通讯作者Al-otaibi, FA (corresponding author), Publ Author Appl Educ & Training PAAET, Dept Civil Engn, Coll Technol Studies CTS, POB 92420, Shuwaikh Area, Kuwait.
来源期刊JURNAL TEKNOLOGI-SCIENCES & ENGINEERING
ISSN0127-9696
EISSN2180-3722
出版年2021
卷号83期号:3页码:93-100
英文摘要Ensuring the sustainability of critical and limited natural soil resources is a major challenge in arid regions such as Kuwait. Investigations should be performed to identify and characterise collapsible surface soil deposits, and collapse potential should be assessed if possible in order to evaluate suitable stabilizing techniques. The cementation effect of different types of salts gives arid soils their considerable strength and stiffness in dry conditions. The collapse in these soils may occur due to the reduction of the chemical or physical bonds between the soil particles under wet conditions. Collapse Potential (CP) is an indication of the collapsibility of these soils. This paper presents the results of experimental work that was carried out to evaluate the collapse potential of two types of surface soil: sabkha soil and dune sand. The experimental program included physical and chemical soil characterization alongside a modified compaction test. The collapsibility of the soil at a stress of 200 kPa was obtained by performing a Single Collapse Test (SCT) via a conventional odometer device in a temperature- and humidity-controlled environment. Collapse potential index tests were performed on the tested soil samples collected from eight locations in two study areas. The results suggest the problem severity is slight to none. However, the CP was higher for the sabkha soil samples than for the dune sand samples. The increase in collapsibility of the sabkha soil samples may be attributed to the removal of bonding between cementing particles upon wetting, leading to softening due to the rearrangement of soil particles.
英文关键词Sabkha soil dune sands collapse potential (CP) Single Collapse Test (SCT) Oedometer
类型Article
语种英语
收录类别ESCI
WOS记录号WOS:000680828900011
WOS关键词BEHAVIOR ; PERMEABILITY ; DISSOLUTION ; DESIGN ; FIELD
WOS类目Engineering, Multidisciplinary
WOS研究方向Engineering
资源类型期刊论文
条目标识符http://119.78.100.177/qdio/handle/2XILL650/364081
作者单位[Al-otaibi, Fahad A.] Publ Author Appl Educ & Training PAAET, Dept Civil Engn, Coll Technol Studies CTS, POB 92420, Shuwaikh Area, Kuwait; [Aldaihani, Humoud Melfi] Publ Author Housing Welf PAHW, Civil & Geoenvironm Engn, Implementat Construct Sect, POB 92421, Shuhada Area, Kuwait
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Al-otaibi, Fahad A.,Aldaihani, Humoud Melfi. DETERMINATION OF THE COLLAPSE POTENTIAL OF SABKHA SOIL AND DUNE SAND ARID SURFACE SOIL DEPOSITS IN KUWAIT[J],2021,83(3):93-100.
APA Al-otaibi, Fahad A.,&Aldaihani, Humoud Melfi.(2021).DETERMINATION OF THE COLLAPSE POTENTIAL OF SABKHA SOIL AND DUNE SAND ARID SURFACE SOIL DEPOSITS IN KUWAIT.JURNAL TEKNOLOGI-SCIENCES & ENGINEERING,83(3),93-100.
MLA Al-otaibi, Fahad A.,et al."DETERMINATION OF THE COLLAPSE POTENTIAL OF SABKHA SOIL AND DUNE SAND ARID SURFACE SOIL DEPOSITS IN KUWAIT".JURNAL TEKNOLOGI-SCIENCES & ENGINEERING 83.3(2021):93-100.
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