THE GEO-DISASTER MITIGATION MEASURES IN MYANMAR

2015 ◽  
Vol 2 (3) ◽  
Author(s):  
Kyaw Htun

Myanmar has frequent geological disasters including earthquakes, tsunamis, landslides, and subsidences in karst area. Myanmar indeed is an earthquake-prone area as it lies in one of the two main earthquake belts of the world, known as the Alpide Belt that extends from the Mediterranean through Turkey, Iran, Afghanistan the Himalayas and Myanmar to finally Indonesia. Therefore, Myanmar is vulnerable to hazards from moderate and large magnitude earthquakes, including tsunami hazards along its long coastal areas. The seismotectonics of the region indicate that earthquakes in Myanmar mostly originates along an active subduction zone (Andaman Megathrust Zone) in the West and along a large active transform fault zone (Sagaing Fault Zone) in the middle part of the country. Local historic records and legends also confirmed the fact that intermittent jerks along these major active faults have caused the majority of earthquakes in Myanmar. These seismotectonic processes are still going on. Along these fault zones stand many large urban cities where thick populations live in. Liquefaction is a very considerable factor according to the past events in the water saturated area near the fault zones. Geomorphologically, Myanmar has two mountainous provinces: namely, the Western Ranges and the Eastern Highland. These provinces have inherently unstable nature among the areas of the country. The steep slopes, unstable geologic conditions and heavy rains combine together to make the mountainous regions one of the most hazard-prone areas in Myanmar. Landslides frequently happens in these regions, disturbing the connection roads and infrastructures rather than rural houses. Moreover, there has been an increase in human settlement in hazard-prone areas as a result of rapid population growth, as well as improvement in accessibility by road and the onset of other infrastructure development. Consequently, natural and man-made disasters are on the increase and each event affects people more than before. Even in central low land between the two mountainous ranges, landslide features occur along the bank of Ayeyarwady River and its tributaries. There were also records of moderate tsunami generated by two large magnitude earthquakes, which originated in the Andaman-Nicobar Islands. Of course, the tsunami generated by the giant 2004 Sumatra Earthquake also caused moderate causalities in some parts of the Myanmar coast. Thus, it is evident that Myanmar is vulnerable to disaster from moderate and large tsunamis along its long coastal line. To mitigate loss of lives and damages of properties, the Natural Disaster Mitigation Committee of Myanmar has been formed since 2004. Moreover, Seismic Hazard Zonation Map of Myanmar has already been prepared with the collaboration of engineering geologists, geoscientists and engineers since 2006. During the year of 2006 to 2008, the Myanmar Geosciences Society (MGS) in collaboration with MEC has prepared the preliminary deterministic seismic zonation maps for four seismically hazardous cities. Although modern seismological instruments and technical improvement are very essential, earthquake resistant design code shall be enhanced by the cooperative works among the scientists and engineers from various organizations. Landslide potential map and tsunami inundation map are going to be established this year. Moreover, to increase the awareness of the geo-disaster, education and knowledge have been given to those who live in hazardous-prone areas by the collaboration of DMH, RRD, MES, MGS, ADPC and Universities in Yangon. Besides, landslide mitigation technology applied in Myanmar and construction of tsunami shelter in coastal areas are also discussed in this paper. Keywords: Earthquake, tsunamis, active fault, landslide, liquefaction

Tunas Agraria ◽  
2019 ◽  
Vol 2 (3) ◽  
pp. 124-138
Author(s):  
M Alif Usman ◽  
Arief Syaifullah ◽  
Suharno Suharno

Abstract: Based on the results of studies from the Indonesian earthquake map revision team (in Irsyam, M, et al, 2010) the active geological structure that passes through Palu City is in the form of PKF (Palu Koro Fault) and MF (Matano Fault) both are active faults that are often found around the Palu valley . The series of disasters that occurred on 28 September 2018 were caused by tectonic movements on the Korro Palu Fault. Therefore Palu City is required to have disaster mitigation measures. After the zoning of disaster-prone space in Palu City and surrounding areas that divides Palu City into 4 Zoning namely ZRB 4, ZRB 3, ZRB 2 and ZRB 1. Then there is the Determination of Land Acquisition Locations planned for permanent housing construction for disaster victims that overlap with ZRB 3, where in this zoning there is a prohibition to build new dwellings on it and there are those that overlap with community ownership rights. So that the need for disaster mitigation measures in the form of Disaster-Based Land Acquisition Potential Maps. In this map provides information on locations that are outside ZRB 4 and ZRB 3 and do not overlap with community ownership rights.Keyword: Disaster, Land Acquisition, Palu CityIntisari: Berdasarkan hasil studi dari tim revisi peta gempa Indonesia (dalam Irsyam, M, dkk, 2010) struktur geologi aktif yang melewati Kota Palu adalah berupa PKF (Palu Koro Fault) dan MF (Matano Fault) keduanya merupakan sesar aktif yang banyak dijumpai disekitar lembah Palu. Rentetan bencana yang terjadi pada tanggal 28 September 2018 disebabkan adanya pergerakan tektonik pada Patahan Palu Korro. Oleh sebab itu Kota Palu diharuskan memiliki tindakan mitigasi bencana. Setelah adanya zonasi ruang rawan bencana di Kota Palu dan sekitarnya yang membagi Kota Palu menjadi 4 Zonasi yaitu ZRB 4, ZRB 3, ZRB 2 dan ZRB 1. Kemudian adanya Penetapan Lokasi Pengadaan Tanah yang direncanakan untuk dibangun hunian tetap untuk korban bencana yang bertampalan dengan ZRB 3, dimana dalam zonasi ini ada larangan untuk membangun hunian baru diatasnya serta ada yang bertampalan dengan hak kepemilikan masyarakat. Sehingga perlu adanya tindakan mitigasi bencana berupa Peta Potensi Pengadaan Tanah Berbasis Kebencanaan. Dalam peta ini memberikan informasi lokasi-lokasi yang berada diluar ZRB 4 dan ZRB 3 serta tidak bertampalan dengan Hak Kepemilikan Masyarakat.Kata Kunci: Bencana, Pengadaan Tanah, Kota Palu


2009 ◽  
Vol 03 (02) ◽  
pp. 43-57 ◽  
Author(s):  
MAUNG THEIN ◽  
THAN MYINT ◽  
SOE THURA TUN ◽  
TINT LWIN SWE

Myanmar, lying in a major seismic belt, is indeed earthquake-prone and is vulnerable to hazards from moderate and large magnitude earthquakes, including tsunami hazards along its long coastal areas. The seismotectonics of the region indicates that earthquakes in Myanmar mostly have originated along an active subduction zone (Andaman Megathrust Zone) in the west and along a large transform fault zone (Sagaing Fault Zone) in the middle part of the country. In the past, at least two large magnitude earthquakes along that subduction zones were tsunamigenic. Of course, the tsunami generated by the giant 2004 Sumatra Earthquake also caused moderate damage in some parts of the Myanmar Coast. Thus, it is evident that Myanmar is vulnerable to hazards from moderate and large magnitude earthquakes, including tsunami hazards along its long coastline. The active fault studies (from paleoseismological survey through tectonic geodesy), upgrade and newly installation of seismic station networks, public awareness and curriculum development, building code development and technical training program are priority requirements in the country. Recently, researchers on tectonic geology recognize some active segments of the Sagaing, Kyaukkyan and Kabaw faults, as well as marine and fluvial terraces which seemed to be associated with subduction of India and Burma (Myanmar) plates along the Bengal tectonic boundary. Their study should be extended by providing some instrumentation schemes like global positioning system (GPS) network. Myanmar Earthquake Committee (MEC) has developed a seismic zone map of Myanmar in deterministic approach in 2006, for the sake of providing general information to the user for various purposes, and for public information. Technical development is needed for the completeness of the next generation of seismic zone map of Myanmar which is to be incorporated in Building Code, which in turn requires researches and findings on tectonics of Myanmar.


2017 ◽  
Vol 12 (4) ◽  
pp. 712-721 ◽  
Author(s):  
Yoshiyuki Kaneda ◽  

The world falls victim to many natural disasters, including disasters from tsunamis, earthquakes, volcanic eruptions, tornados, hurricanes, floods, landslides, and droughts.Above all, attention has been drawn to destructive tsunamis and earthquakes, such as the 2004 Sumatra earthquake and tsunami, the 2010 Chile earthquake, and the 2011 East Japan earthquake and tsunami.My personal experience with disasters, tsunamis, and earthquakes has taught me that they can cause severe damage to buildings, the environment, and people in societies in coastal areas (Fig. 1).Since the East Japan earthquake and tsunami in 2011, restoration and revival from the extensive damage caused by the natural disasters has not progressed rapidly in the coastal areas of East Japan.There are many reasons for this, such as the lead times for restoration and recovery, reconstruction budgets, and the time spent generating consensus among the national government, local governments, and people living in the coastal areas on the restoration plans.Furthermore, mental and economic restoration for each individual affected by the disaster in coastal areas and others is very far from returning to the normal state – the one before the disaster.Therefore, advanced measures for disaster mitigation, restoration, and revival in coastal areas are indispensable in advance of the next destructive earthquake and tsunami.In this paper, I will first present examples of tsunami and earthquake damage in Japan and the rest of the world, and countermeasures, resilience science, and resilience society.


Geosphere ◽  
2019 ◽  
Vol 15 (6) ◽  
pp. 1999-2017
Author(s):  
Luke Weidman ◽  
Jillian M. Maloney ◽  
Thomas K. Rockwell

Abstract Many fault zones trend through developed urban areas where their geomorphic expression is unclear, making it difficult to study fault zone details and assess seismic hazard. One example is the Holocene-active Rose Canyon fault zone, a strike-slip fault with potential to produce a M6.9 earthquake, which traverses the city of San Diego, California (USA). Several strands trend through densely populated areas, including downtown. Much of the developed environment in San Diego predates aerial imagery, making assessment of the natural landscape difficult. To comply with regulations on development in a seismically active area, geotechnical firms have conducted many private, small-scale fault studies in downtown San Diego since the 1980s. However, each report is site specific with minimal integration between neighboring sites, and there exists no resource where all data can be viewed simultaneously on a regional scale. Here, geotechnical data were mined from 268 individual reports and synthesized into an interactive geodatabase to elucidate fault geometry through downtown San Diego. In the geodatabase, fault segments were assigned a hazard classification, and their strike and dip characterized. Results show an active zone of discontinuous fault segments trending north-south in eastern downtown, including active faults outside the mapped regulatory Earthquake Fault Zone. Analysis of fault geometry shows high variability along strike that may be associated with a stepover into San Diego Bay. This type of geodatabase offers a method for compiling and analyzing a high volume of small-scale fault investigations for a more comprehensive understanding of fault zones located in developed regions.


1992 ◽  
Vol 8 (1) ◽  
pp. 57-77 ◽  
Author(s):  
Robert Reitherman

In 1990 a study was completed for the California Division of Mines and Geology on the effectiveness of California's fault zone regulations (the Alquist-Priolo Special Studies Zones Act and associated policies and activities). The Act, passed in 1972, instituted the following elements of a statewide mandatory approach to dealing with the hazard of surface fault rupture: state mapping of fault zones (Special Study Zones) where active faults are suspected; local government imposition of the requirement of a geologic study on new building projects within these Zones (with some single family dwellings and low-occupancy structures exempt); review procedures for the studies submitted by an applicant's geologist; prohibition of the siting of projects on active faults; notification of real estate purchasers that a property is located within a Zone. This paper presents the results of that evaluation and comments more broadly on applying the Alquist-Priolo model to other regions and to other geologic hazards.


2009 ◽  
Vol 03 (02) ◽  
pp. 77-88 ◽  
Author(s):  
HASANUDDIN Z. ABIDIN ◽  
HERI ANDREAS ◽  
TERUYUKI KATO ◽  
TAKEO ITO ◽  
IRWAN MEILANO ◽  
...  

Along the Java trench the Australian–Oceanic plate is moving and pushing onto and subducting beneath the Java continental crust at a relative motion of about 70 mm/yr in NNE direction. This subduction-zone process imposed tectonic stresses on the fore-arc region offshore and on the land of Java, thus causing the formation of earthquake fault zones to accommodate the plate movement. Historically, several large earthquakes happened in Java, including West Java. This research use GPS surveys method to study the inter-seismic deformation of three active faults in West Java region (i.e. Cimandiri, Lembang and Baribis faults), and the co-seismic and post-seismic deformation related to the May 2006 Yogyakarta and the July 2006 South Java earthquakes. Based on GPS surveys results it was found that the area around Cimandiri, Lembang and Baribis fault zones have the horizontal displacements of about 1 to 2 cm/yr or less. Further research is however still needed to extract the real inter-seismic deformation of the faults from those GPS-derived displacements. GPS surveys have also estimated that the May 2006 Yogyakarta earthquake was caused by the sinistral movement of the (Opak) fault with horizontal co-seismic deformation that generally was less than 10 cm. The post-seismic horizontal deformation of the July 2006 South Java tsunami earthquake has also been estimated using GPS surveys data. In the first year after the earthquake (2006 to 2007), the post-seismic deformation is generally less than 5 cm; and it becomes generally less than 3 cm in the second year (2007 to 2008).


Author(s):  
Xiaohui He ◽  
Hao Liang ◽  
Peizhen Zhang ◽  
Yue Wang

Abstract The South China block has been one of the most seismically quiescent regions in China, and the geometries and activities of the Quaternary faults have remained less studied due to the limited outcrops. Thus, source parameters of small-to-moderate earthquakes are important to help reveal the location, geometry distribution, and mechanical properties of the subsurface faults and thus improve the seismic risk assessment. On 12 October 2019, two earthquakes (the Ms 4.2 foreshock and the Ms 5.2 mainshock) occurred within 2 s and are located in southern South China block, near the junction region of the large-scale northeast-trending fault zones and the less continuous northwest-trending fault zones. We determined the point-source parameters of the two events via P-wave polarity analysis and regional waveform modeling, and the resolved focal mechanisms are significantly different with the minimum 3D rotation angle of 52°. We then resolved the rupture directivity of the two events by analyzing the azimuth variation of the source time duration and found the Ms 4.2 foreshock ruptured toward north-northwest for ∼1.0 km, and the Ms 5.2 mainshock ruptured toward east-southeast (ESE) for ∼1.5 km, implying conjugate strike-slip faulting. The conjugate causative faults have not been mapped on the regional geological map, and we infer that the two faults may be associated with the northwest-trending Bama-Bobai fault zone (the Shiwo section). These active faults are optimally oriented in the present-day stress field (northwest-southeast) and thus may now be potentially accumulating elastic strain to be released in a future large earthquake.


Geophysics ◽  
1967 ◽  
Vol 32 (2) ◽  
pp. 297-301 ◽  
Author(s):  
S. N. Domenico

A gravity profile was obtained from closely spaced readings along a traverse approximately nine miles in length across the San Andreas fault zone immediately south of Palmdale, California in the western Mojave Desert. Corrected gravity values show a slight but distinctive minimum associated with the fault zone which may be attributed to the reduced density of the shattered rock masses in the fault zone. The existence of this minimum suggests that major fault zones may be traced across terrain, on which surface expression of the fault does not exist, by successive profiles across the suspected position of the fault zone.


2007 ◽  
Vol 44 (10) ◽  
pp. 1157-1180 ◽  
Author(s):  
L. Bonzanigo ◽  
E. Eberhardt ◽  
S. Loew

Slope movements of the deep-seated Campo Vallemaggia landslide in the southern Swiss Alps have been reported for over 200 years. Surface and borehole investigations of the unstable mass reveal an up to 300 m deep complex structure incorporating 800 million cubic metres of disturbed metamorphic rocks divided into blocks along primary fault zones. An average slide velocity of approximately 5 cm/year can be calculated from various monitoring data recorded between 1892 and 1995. Block movements primarily involve mechanisms relating to multiple shear surfaces, but in cases where slide blocks are constrained by other blocks, creep deformations are observed. Borehole investigations revealed the presence of artesian water pressures, which when integrated with inclinometer and surface geodetic data, helped to provide key insights into the underlying instability mechanisms. This paper reports the findings of an extensive mapping, geophysical, and monitoring investigation carried out over a 20 year period. Results from the analysis are presented with respect to the hydromechanical factors controlling the unstable mass, the significance of which were instrumental in resolving conflicts with regards to the slope mitigation measures required to stabilize the slope. In Part II (see companion paper, this issue), the stabilization works performed at Campo Vallemaggia and their effectiveness are presented.


Sign in / Sign up

Export Citation Format

Share Document