Stability Analysis of Forest Roads Cutslope According to Mechanics Properties of Soil (Case Study: Stakhrposht Region-Neka)

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

HOSSEINI SEYED ATAOLLAH; Janzadeh Chenari Marzieh; PARSAKHOO AIDIN; AKBARI HASAN

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: JOURNAL OF WATERSHED MANAGEMENT RESEARCH Year:2018 | Volume:9 | Issue:17 Page(s): 145-154

Download Full-Text

Persian Verion

View:

328

Download:

Cites:

Information Journal Paper

Title

Stability Analysis of Forest Roads Cutslope According to Mechanics Properties of Soil (Case Study: Stakhrposht Region-Neka)

Author(s)

HOSSEINI SEYED ATAOLLAH | Janzadeh Chenari Marzieh | PARSAKHOO AIDIN | AKBARI HASAN | Issue Writer Certificate

Keywords

RoadQ2

Landform unitsQ1

Samples optimizationQ1

Atterberg limitsQ1

Slope stabilityQ1

Abstract

Slope instability and mass movement of soil are the most important concerns of Road construction scientists and experts as well as environmentalists. Soil is the main material of forest Road construction and forms the Road bed. In this research in order to avoid time and cost waste in mechanic soil laboratory, the region was divided into same units based on landform in GIS software. 10 soil samples were taken through systematic randomize sampling method from 20 land units. Totally, 200 soil samples were taken and the soil moisture, bulk density and texture were analyzed. New homogenous units were produced using the classification of soil experiments results. Therefore, in optimizing process of sample numbers the sampling intensity dramatically decreased to 100 samples without changing accuracy and reliability. Atterberg and shearing resistance tests were done on these samples. Results showed that the percentage of Fine-Grained Soil at both depth (10-30 and 70-90 cm) of instable units was more than that of stable units. Liquid index in instable and stable units were 0. 38 and 0. 09, respectively. Plastic index in instable and stable unites was recorded as 45. 88 and 19. 07. Moreover, the mean of shear resistance of soil in instable units was lower than that of stable units. Drainage services are proposed for instable units with plastic properties.

Cites

No record.

References

No record.

Cite

APA: Copy

HOSSEINI, SEYED ATAOLLAH, Janzadeh Chenari, Marzieh, PARSAKHOO, AIDIN, & AKBARI, HASAN. (2018). Stability Analysis of Forest Roads Cutslope According to Mechanics Properties of Soil (Case Study: Stakhrposht Region-Neka). JOURNAL OF WATERSHED MANAGEMENT RESEARCH, 9(17 ), 145-154. SID. https://sid.ir/paper/369503/en

Vancouver: Copy

HOSSEINI SEYED ATAOLLAH, Janzadeh Chenari Marzieh, PARSAKHOO AIDIN, AKBARI HASAN. Stability Analysis of Forest Roads Cutslope According to Mechanics Properties of Soil (Case Study: Stakhrposht Region-Neka). JOURNAL OF WATERSHED MANAGEMENT RESEARCH[Internet]. 2018;9(17 ):145-154. Available from: https://sid.ir/paper/369503/en

IEEE: Copy

SEYED ATAOLLAH HOSSEINI, Marzieh Janzadeh Chenari, AIDIN PARSAKHOO, and HASAN AKBARI, “Stability Analysis of Forest Roads Cutslope According to Mechanics Properties of Soil (Case Study: Stakhrposht Region-Neka),” JOURNAL OF WATERSHED MANAGEMENT RESEARCH, vol. 9, no. 17 , pp. 145–154, 2018, [Online]. Available: https://sid.ir/paper/369503/en

Related Journal Papers