{"created":"2024-03-20T07:54:11.384014+00:00","id":9374,"links":{},"metadata":{"_buckets":{"deposit":"6bacb575-0f61-4a25-a94c-e6d132b9c208"},"_deposit":{"created_by":12,"id":"9374","owner":"12","owners":[12],"owners_ext":{"displayname":"","email":"hlaingyu2010@gmail.com","username":""},"pid":{"revision_id":0,"type":"depid","value":"9374"},"status":"published"},"_oai":{"id":"oai:meral.edu.mm:recid/00009374","sets":["1582963390870:1582967711045"]},"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","filename":"Aung Kyaw Myat (447 to 454 ).pdf","filesize":[{"value":"794 KB"}],"format":"application/pdf","licensetype":"license_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"],"publish_date":"2024-03-20","publish_status":"0","recid":"9374","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_creator_id":"12","weko_shared_id":-1},"updated":"2024-03-20T08:24:16.432824+00:00"}