International Journal of GEOMATE最新文献_第8页

LIQUEFACTION POTENTIAL EVALUATION IN TOBA CRATER INDONESIA 印尼多巴火山口液化潜力评价

International Journal of GEOMATE Pub Date : 2023-09-14 DOI: 10.21660/2023.110.3990

Karina Puspa Amalia

引用次数: 0

RESEARCH ON THE APPLICATION OF GEOPOLYMER CONCRETE FOR PRESTRESSED GIRDER STRUCTURES OF BRIDGES TOWARDS SUSTAINABLE DEVELOPMENT 地聚合物混凝土在可持续发展桥梁预应力梁结构中的应用研究

International Journal of GEOMATE Pub Date : 2023-09-14 DOI: 10.21660/2023.110.3859

Nguyen Binh Ha

引用次数: 0

A STUDY OF THE PHYSICAL PROPERTIES AND STRUCTURAL DEVELOPMENT OF CLAYS IN THE SHALLOW METHANE HYDRATE FIELDS 浅层甲烷水合物田粘土物性及构造发育研究

International Journal of GEOMATE Pub Date : 2023-09-14 DOI: 10.21660/2023.110.3950

Koichi Nakamura

引用次数: 0

USE OF GIS TECHNOLOGIES FOR ZONING URBAN AREAS TAKING INTO ACCOUNT ENGINEERING-GEOLOGICAL CONDITIONS 利用地理信息系统技术在考虑工程地质条件的情况下划分城市区域

International Journal of GEOMATE Pub Date : 2023-09-14 DOI: 10.21660/2023.110.3970

Nurgul Alibekova

引用次数: 0

MICROZONATION OF SEISMIC PARAMETERS IN GEOLOGICAL FORMATION UNITS ALONG THE OPAK RIVER USING MICROTREMOR MEASUREMENTS 利用微震测量研究opak河沿岸地质构造单元地震参数的微带化

International Journal of GEOMATE Pub Date : 2023-09-14 DOI: 10.21660/2023.110.4017

Nugroho Budi Wibowo

引用次数: 0

A PRACTICAL SOLUTION FOR IMPROVING SOIL BASES INPROBLEMATIC ENGINEERING CONDITIONS 在有问题的工程条件下改良地基的实用解决方案

IF 0.7

International Journal of GEOMATE Pub Date : 2023-08-01 DOI: 10.21660/2023.108.3849

A. Tulebekova

引用次数: 0

NUMERICAL ASSESSMENT OF SUBSEA PIPELINE PRESSURE CAPACITY DUE TO EXTERNAL CIRCUMFERENTIALSEMI-ELLIPTICALCRACK 外周半椭圆齿条作用下海底管道压力能力的数值评估

IF 0.7

International Journal of GEOMATE Pub Date : 2023-08-01 DOI: 10.21660/2023.108.3734

J. Santoso

引用次数: 1

RESIDENT PARTICIPATORY MONITORING OF SLOPE DISASTERS USING TILT SENSORS 利用倾斜传感器对边坡灾害进行居民参与式监测

IF 0.7

International Journal of GEOMATE Pub Date : 2023-08-01 DOI: 10.21660/2023.108.s8643

Zhijun Tang

{"title":"RESIDENT PARTICIPATORY MONITORING OF SLOPE DISASTERS USING TILT SENSORS","authors":"Zhijun Tang","doi":"10.21660/2023.108.s8643","DOIUrl":"https://doi.org/10.21660/2023.108.s8643","url":null,"abstract":": In recent years, due to the effects of climate change, slope disasters have frequently been occurring and causing severe damage in many places across the globe. To reduce the damage from slope disasters, residents need to correctly understand the hazards and protect themselves. In this study, we attempted to evaluate the risks of slope disasters in local residential areas and to analyze the residents' opinions gathered through a workshop on their participation in the monitoring of slope disasters using tilt sensors for prevention. As a result, the overview of the evaluation items for high-risk slopes and their contents was clarified, which had been tacit knowledge, as well as the structure of the local residents' concerns about the slopes and their expectations for monitoring utilizing tilt sensors to take evacuation action. To help solve the problems, we installed tilt sensors in areas with high risks of collapse, and we built a mechanism that allows the local residents to monitor the slopes and take evacuation actions. An alert is issued before a slope failure occurs, and it functions as an \"evacuation switch\", which leads to residents taking evacuation actions to protect themselves. It is expected that tilt sensor monitoring will be widely used in voluntary disaster prevention activities in the region.","PeriodicalId":47135,"journal":{"name":"International Journal of GEOMATE","volume":" ","pages":""},"PeriodicalIF":0.7,"publicationDate":"2023-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43473734","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

UNDERSTANDING DOWNSTREAM SLOPE FAILURE IN EARTH DAMS: CAUSES AND REMEDIES -A CASE STUDY OF TRIEU THUONG NO.2 DAM, QUANG TRI, VIETNAM 了解土坝下游边坡破坏:原因和补救措施——以越南广治的三通2号坝为例

IF 0.7

International Journal of GEOMATE Pub Date : 2023-08-01 DOI: 10.21660/2023.108.3798

The Viet Tran

引用次数: 0

PERFORMANCE OF MORTAR CONTAINING GROUND SPENT BLEACHING EARTH ASH AGAINST SULFATE ATTACK 含废漂白土灰砂浆抗硫酸盐侵蚀性能研究

IF 0.7

International Journal of GEOMATE Pub Date : 2023-08-01 DOI: 10.21660/2023.108.3622

R. A. Abd Rahman

{"title":"PERFORMANCE OF MORTAR CONTAINING GROUND SPENT BLEACHING EARTH ASH AGAINST SULFATE ATTACK","authors":"R. A. Abd Rahman","doi":"10.21660/2023.108.3622","DOIUrl":"https://doi.org/10.21660/2023.108.3622","url":null,"abstract":": Recently, spent bleaching earth ash (SBEA) which is extracted and calcined from spent bleaching earth waste from a palm oil refinery plant, has been used as partial cement replacement. In this study, the SBEA was ground into smaller particle sizes through a grinding process. The effect of unground spent bleaching earth ash (USBEA) and ground-spent bleaching earth ash (GSBEA) on the sulfate attack resistance of mortar was investigated in this study. The characterization of USBEA and GSBEA was determined in terms of particle size, specific surface area, chemical compositions, and microstructural properties. Their effects on pozzolanic activity were determined in terms of the strength activity index. Then, the expansion of the mortar bar containing 40% of USBEA and GSBEA due to sulfate attack was determined to investigate the sulfate attack resistance of mortar containing USBEA and GSBEA. The microstructural changes of mortar against sulfate attack were determined by using x-ray diffraction, scanning electron microscopy and thermogravimetric analysis. Results indicated that the strength activity index (SAI) value of mortar containing 40% of GSBEA was the highest among the specimens. Furthermore, the expansion of mortar bars containing 40% of GSBEA was the lowest, with 0.01% at 6 months. The microstructural results of mortar also confirmed that the incorporation of 40% of GSBEA with the compact microstructure with calcium silicate hydrate (CSH) and less ettringite was found compared to other specimens. This shows that the inclusion of GSBEA enhances the sulfate attack resistance of mortar.","PeriodicalId":47135,"journal":{"name":"International Journal of GEOMATE","volume":" ","pages":""},"PeriodicalIF":0.7,"publicationDate":"2023-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42246271","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0