Log in
Language:

MERAL Myanmar Education Research and Learning Portal

  • Top
  • Universities
  • Ranking
To
lat lon distance
To

Field does not validate



Index Link

Index Tree

Please input email address.

WEKO

One fine body…

WEKO

One fine body…

Item

{"_buckets": {"deposit": "6bacb575-0f61-4a25-a94c-e6d132b9c208"}, "_deposit": {"created_by": 12, "id": "9374", "owner": "12", "owners": [12], "owners_ext": {"displayname": "", "username": ""}, "pid": {"revision_id": 0, "type": "depid", "value": "9374"}, "status": "published"}, "_oai": {"id": "oai:meral.edu.mm:recid/00009374"}, "author_link": [], "item_1583103067471": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "Ground Improvements for Landslide Prevention along the Road between Kywedatson and Wetphyuye, Mandalay Region and Shan State, Myanmar", "subitem_1551255648112": "en"}]}, "item_1583103085720": {"attribute_name": "Description", "attribute_value_mlt": [{"interim": "The research is carried out for the ground improvement to prevent landslide along the Kywedatson-Wetphyuye car-road, Mandalay Region and Shan State. This area has mainly composed of sedimentary, metasedimentary and igneous rocks experienced four types of landslides, rockfall, debris flow, creep and slump along the road particularly during the rainy season. The rocks exposed along the road can be classified into three groups by joint density analysis such as (a) low joint density zone, (b) moderate joint density zone and (c) high joint \ndensity zone. 54 possible slope sites are selected and studied for the approved suitable landslide prevention methods. Due to Slope Mass Rating (SMR), the slope sites can be classified as (a) \nvery low hazard zone, (b) low hazard zone, (c) medium hazard zone and (d) high hazard zone. Among them, constructing trap ditches and fence should be performed in 29 rockfall sites whilst \nthe removal of slope debris and unstable rock overhangs is recommended. In addition, reshaping \nslope geometry, revegetation, installation of surface drainages and precaution signage should be \ndone before the rainy season."}]}, "item_1583103108160": {"attribute_name": "Keywords", "attribute_value_mlt": [{"interim": "Landslide prevention method"}, {"interim": "slope mass  rating"}, {"interim": "trap ditches and fence"}]}, "item_1583103120197": {"attribute_name": "Files", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_access", "date": [{"dateType": "Available", "dateValue": "2024-03-20"}], "displaytype": "preview", "download_preview_message": "", "file_order": 0, "filename": "Aung Kyaw Myat (447 to 454 ).pdf", "filesize": [{"value": "794 KB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_0", "mimetype": "application/pdf", "size": 794000.0, "url": {"url": "https://meral.edu.mm/record/9374/files/Aung Kyaw Myat (447 to 454 ).pdf"}, "version_id": "bfd7a804-6a01-4227-ad0d-b19b878e41ce"}]}, "item_1583103131163": {"attribute_name": "Journal articles", "attribute_value_mlt": [{"subitem_issue": "2022", "subitem_journal_title": "University of Yangon Research Journal", "subitem_pages": "447-454", "subitem_volume": "11, No. 1"}]}, "item_1583105942107": {"attribute_name": "Authors", "attribute_value_mlt": [{"subitem_authors": [{"subitem_authors_fullname": "Aung Kyaw Myat"}, {"subitem_authors_fullname": "Day Wa Aung"}, {"subitem_authors_fullname": "Hlaing Myo New"}]}]}, "item_1583108359239": {"attribute_name": "Upload type", "attribute_value_mlt": [{"interim": "Publication"}]}, "item_1583108428133": {"attribute_name": "Publication type", "attribute_value_mlt": [{"interim": "Journal article"}]}, "item_1583159729339": {"attribute_name": "Publication date", "attribute_value": "2022-12-31"}, "item_title": "Ground Improvements for Landslide Prevention along the Road between Kywedatson and Wetphyuye, Mandalay Region and Shan State, Myanmar", "item_type_id": "21", "owner": "12", "path": ["1582967711045"], "permalink_uri": "https://meral.edu.mm/records/9374", "pubdate": {"attribute_name": "Deposit date", "attribute_value": "2024-03-20"}, "publish_date": "2024-03-20", "publish_status": "0", "recid": "9374", "relation": {}, "relation_version_is_last": true, "title": ["Ground Improvements for Landslide Prevention along the Road between Kywedatson and Wetphyuye, Mandalay Region and Shan State, Myanmar"], "weko_shared_id": -1}
  1. University of Yangon
  2. Department of Geology

Ground Improvements for Landslide Prevention along the Road between Kywedatson and Wetphyuye, Mandalay Region and Shan State, Myanmar

https://meral.edu.mm/records/9374
https://meral.edu.mm/records/9374
d406d350-e6c2-495f-8cec-7bdcfafa7317
6bacb575-0f61-4a25-a94c-e6d132b9c208
None
Preview
Name / File License Actions
Aung Aung Kyaw Myat (447 to 454 ).pdf (794 KB)
license.icon
Publication type
Journal article
Upload type
Publication
Title
Title Ground Improvements for Landslide Prevention along the Road between Kywedatson and Wetphyuye, Mandalay Region and Shan State, Myanmar
Language en
Publication date 2022-12-31
Authors
Aung Kyaw Myat
Day Wa Aung
Hlaing Myo New
Description
The research is carried out for the ground improvement to prevent landslide along the Kywedatson-Wetphyuye car-road, Mandalay Region and Shan State. This area has mainly composed of sedimentary, metasedimentary and igneous rocks experienced four types of landslides, rockfall, debris flow, creep and slump along the road particularly during the rainy season. The rocks exposed along the road can be classified into three groups by joint density analysis such as (a) low joint density zone, (b) moderate joint density zone and (c) high joint
density zone. 54 possible slope sites are selected and studied for the approved suitable landslide prevention methods. Due to Slope Mass Rating (SMR), the slope sites can be classified as (a)
very low hazard zone, (b) low hazard zone, (c) medium hazard zone and (d) high hazard zone. Among them, constructing trap ditches and fence should be performed in 29 rockfall sites whilst
the removal of slope debris and unstable rock overhangs is recommended. In addition, reshaping
slope geometry, revegetation, installation of surface drainages and precaution signage should be
done before the rainy season.
Keywords
Landslide prevention method, slope mass rating, trap ditches and fence
Journal articles
2022
University of Yangon Research Journal
447-454
11, No. 1
Back
0
0
views
downloads
See details
Views Downloads

Versions

Ver.1 2024-03-20 08:24:15.304073
Show All versions

Share

Mendeley Twitter Facebook Print Addthis

Export

OAI-PMH
  • OAI-PMH DublinCore
Other Formats
  • JSON

Confirm


Back to MERAL


Back to MERAL