scholarly journals The Weak Soil Investigation at the Slope Zone in the Hot Spring Area, Rokan Hulu, Indonesia

Author(s):  
Nur Islami

The slope failure can occur due to the soil on the slope area is relatively porous and the surface water is easily to move in the soil. The zone of the weak zone of the soil should be detected early to avoid the ground mass movement on the slope area. This study is to investigate the weak zone of the soil on the slope area of the hot spring tourism location using geoelectrical resistivity and soil property analysis methods. The Wenner configuration with a total of 40 electrodes has been employed at each four resistivity survey lines. The electrode spacing was adjusted to be 2 – 5 meter in order to get relatively higher resolution of the resistivity data. Soil samples were collected at several site to measure the soil characteristics of the study area. The soil analysis results show that the study area consist of gravel, sand, clay, silt and weathered methasediment. The geoelectrical resistivity model shows the relatively low resistivity value of about 30 ohm.m at the slope zone which is indicating that the soil has higher porosity. Generally only a few locations with the weak soil zone detected in the slope of the hot spring area, however, it is not potential for the ground mass movement due to the soil is relatively thin.   

2021 ◽  
Author(s):  
Janusz Wasowski ◽  
Maurice McSaveney ◽  
Luca Pisanu ◽  
Vincenzo Del Gaudio ◽  
Yan Li ◽  
...  

<p>Large earthquake-triggered landslides, in particular rock avalanches, can have catastrophic consequences. However, the recognition of slopes prone to such failures remains difficult, because slope-specific seismic response depends on many factors including local topography, landforms, structure and internal geology. We address these issues by exploring the case of a rock avalanche of >3 million m<sup>3</sup> triggered by the 2008 Mw7.9 Wenchuan earthquake in the Longmen Shan range, China. The failure, denominated Yangjia gully rock avalanche, occurred in Beichuan County (Sichuan Province), one of the areas that suffered the highest shaking intensity and death toll caused by co-seismic landsliding. Even though the Wenchuan earthquake produced tens of large (volume >1 million m<sup>3</sup>) rock avalanches, few studies so far have examined the pre-2008 history of the failed slope or reported on the stratigraphic record of mass-movement deposits exposed along local river courses. The presented case of the Yangjia gully rock avalanche shows the importance of such attempts as they provide information on the recurrence of large slope failures and their associated hazards. Our effort stems from recognition, on 2005 satellite imagery, of topography and morphology indicative of a large, apparently pre-historic slope failure and the associated breached landslide dam, both features closely resembling the forms generated in the catastrophic 2008 earthquake. The follow-up reconstruction recognizes an earlier landslide deposit exhumed from beneath the 2008 Yangjia gully rock avalanche by fluvial erosion since May 2008. We infer a seismic trigger also for the pre-2008 rock avalanche based on the following circumstantial evidence: i) the same source area (valley-facing, terminal portion of a flat-topped, elongated mountain ridge) located within one and a half kilometer of the seismically active Beichuan fault; ii) significant directional amplification of ground vibration, sub-parallel to the failed slope direction, detected via ambient noise measurements on the ridge adjacent to the source area of the 2008 rock avalanche and iii) common depositional and textural features of the two landslide deposits. Then, we show how, through consideration of the broader geomorphic and seismo-tectonic contexts, one can gain insight into the spatial and temporal recurrence of catastrophic slope failures  in Beichuan County and elsewhere in the Longmen Shan. This insight, combined with local-scale geologic and geomorphologic knowledge, may guide selection of suspect slopes for reconnaissance, wide-area ambient noise investigation aimed at discriminating their relative susceptibility to co-seismic catastrophic failures. We indicate the feasibility of such investigations through the example of this study, which uses 3-component velocimeters designed to register low amplitude ground vibration.</p>


Author(s):  
Hakim Saibi ◽  
Md. Bodruddoza Mia ◽  
Milly Bierre

Satellite thermal infrared remote sensing is nowadays an important and efficient techniques to explore and monitor the thermal ground around active volcanoes or hot spring regions in the world due to unstable ground, land use restricted as a park and higher cost of ground observations. Landsat 8 OLI-TIR sensors images were used in this study to observe the thermal status of three hot spring areas in UAE for the first time in the year of 2017. We used Landsat 8 TIR band 10 to estimate land surface temperature using mono-window algorithm, Normalised directional vegetation index (NDVI) threshold method for emissivity, Stefan Boltzmann law for radiative heat flux and heat discharge rate using a relationship coefficient. The highest maximum land surface temperature (LST) was obtained about 43 °C, 40 °C and 27 °C, respectively in the area of Ain Faida (AF), Green Mubazzarah (GM) and Ain Khatt (AK) hot spring area. The LST was about 13 °C, 10 °C and 4 °C above ambient on the pixel (30*30 m) average temperature, although the point LST might be higher than these. The landcover shows about 77%, 95% and 87% area of bared or desert land, 21%, 4% and 13% of mixed region, respectively in the study area of GM, AF and AK hot spring. Fully vegetated area was found only in GM area about 5% of total study area. Water bodies were about 1% only in the study areas of GM and AF. The highest radiative heat flux (RHF) obtained about 68 W/m2, 83 W/m2 and 21 W/m2 respectively in the GM, AF and AK spring area in United Arab Emirates (UAE). Total radiative heat losses were estimated about 157 MW, 530 MW and 15 MW respectively in the three hot spring areas. Total Heat discharge rate (HDR) was estimated about 1013 MW, 3423 MW and 94 MW respectively from GM, AF, and AK hot spring area using the relationship coefficient HDR and RHF i.e., 6.49. The study shows that the LST and RHF was increased with decreasing NDVI value i.e., bared or desert shows higher value than vegetated. We can infer from this study that the satellite remote sensing could be used for estimating or monitoring the thermal components of hot springs in UAE and any other part of world in a cost effective and efficient way.


2020 ◽  
Vol 15 (6) ◽  
pp. 735-744
Author(s):  
Toshikazu Tanada ◽  
Yoichi Nakamura ◽  
◽  

A time domain electromagnetic survey (TDEM method) was conducted to investigate the resistivity structure of the crater, fumarole, and hot spring area of the Nasudake (Chausudake) volcano. The findings of this survey are as follows: (1) Under the crater area, a thin low-resistivity layer (approximately 50 m) was found on the surface, and lens-shaped high-resistivity areas continued to a depth of 800 m below it. The lens-shaped high-resistivity areas are believed to correspond to a thermal volcanic gas region. (2) From the east-west direction survey line crossing the foot of the Nasudake, two or three horizontal resistivity layer structures, which are considered to be caused by the geological structure and surface water, were observed.


2002 ◽  
Vol 149 (3) ◽  
pp. B97 ◽  
Author(s):  
Masamitsu Watanabe ◽  
Masato Tomita ◽  
Toshihiro Ichino
Keyword(s):  

2011 ◽  
Vol 46 (5) ◽  
pp. 561-564 ◽  
Author(s):  
Chun-Chih Lin ◽  
Tsuey-Lin Tsai ◽  
Wei-Chung Liu ◽  
Chi-Chang Liu
Keyword(s):  

Author(s):  
Yuniarti Yuskar ◽  
Dewandra Bagus Eka Putra ◽  
Adi Suryadi ◽  
Tiggi Choanji ◽  
Catur Cahyaningsih

The geological disaster of landslide has occurred in Merangin Village, Kuok Subdistrict, Kampar Regency, Riau Province which located exactly in the national road of Riau - West Sumatra at Km 91. Based on the occurrence of landslide, this research was conducted to study geological structure and engineering geology to determine the main factors causing landslides. Based on measurement of the structural geology found on research area,  there were fractures, faults and fold rocks which having trend of stress N 2380 E,  plunge 60, trending NE-SW direction. Several faults that found was normal faults directing N 2000 E with dip 200 trending from northeast-southwest and reverse fault impinging N 550 E with dip 550, pitch 200 trending to the northeast. Fold structures showing azimuth N 2010 E trending southeast-northwest. From geological engineering analysis, the results of scan line at 6 sites that have RQD value ranges 9.4% - 78.7 % with discontinuity spacing 4 - 20 cm. So,  It can be concluded that the formed structure was influenced by the extensive northeast-southwest tectonic phase, then continued through north-south tectonic phase, and ended by a tectonic period with directing from northeast-southwest. Rock Mass Rating classification showing value 62 – 76,  Which also resulted that rocks in the study area have weathered on the outside but still in good condition (good rock). However, This condition of structure has caused the formation rocks producing weak zone that became one cause of the occurrence of landslides.


2019 ◽  
Vol 2 (2) ◽  
pp. 090-096
Author(s):  
Helda Andayany ◽  
Josephus Ronny Kelibulin

Petrographic analysis to rock samples located at Oma-Haruku hot springs was dominated by mudstone. Another alteration mineral types of the rocks in this area are quartz, aragonite/calcite and feldspar minerals. Petrographic analysis was supported by the XRD method. The method indicated that the alteration minerals content was generally dominated by the presence of aragonite/calcite with particle size of 0.05 - 2 mm, the abundance of 55% and the spread evenly. Based on such presence of aragonite/calcite, one can interpret that the origin rock was carbonate. Alteration minerals which were generally dominated by mudstone indicate that the type of hot spring area in Oma-Haruku is a type of high-temperature reservoir, namely > 175 oC. Therefore, the area is  potentially as geothermal field in Central of Moluccas.


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