Earthquake-Induced Landslides Distribution, Motion and Mechanisms

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Earthquake-Induced Landslides Distribution, Motion and Mechanisms Soils and Foundations 2014;54(4):544–559 HOSTED BY The Japanese Geotechnical Society Soils and Foundations www.sciencedirect.com journal homepage: www.elsevier.com/locate/sandf Earthquake-induced landslides: Distribution, motion and mechanisms Susumu Nakamuraa,n, Akihiko Wakaib,1,JunUmemuraa,2, Hiroyuki Sugimotoc,3, Toshiya Takeshid,4 aDepartment of Civil Engineering, College of Engineering, Nihon University, Nakagawara 1 Tokusada Tamura, Koriyama, Fukushima Prefecture 963-8642, Japan bDepartment of Civil and Environmental Engineering, Gunma University, 1-5-1, Tenjin, Kiryu, Gunma Prefecture 376-8515, Japan cErosion and Sediment Control Research Group, Public Works Research Institute, 1-6, Minamihara, Tsukuba, Ibaraki Prefecture 305-8516, Japan dSAUS, Quadra 01, Lote 01/06, Ed. Telemundi II - 7 andar, CEP 70070-010 Brasilia-DF, Brazil Received 21 July 2012; received in revised form 2 October 2013; accepted 26 November 2013 Available online 31 July 2014 Abstract The objective of this paper is to clarify the factors that resulted in many landslides during the 2011 off the Pacific Coast of Tohoku Earthquake. The geology of the Tohoku district, the seismic motion of the main shock and the precipitation around the time of the earthquake are described. As one of the characteristic phenomena observed around Shirakawa city in Fukushima prefecture and the mid-eastern part of Tochigi prefecture, many of the slopes were characterized by a high distribution of sensitive volcanic cohesive soils. The estimated PGA and PGV around the areas were therefore larger, which might have promoted the softening of the sensitive soils. Although there had been little precipitation before the main shock, the landslides occurred mostly in the slopes containing the volcanic cohesive soils with higher water content. The influences of the ground water as well as other factors on the seismic slope stability are discussed in each of the following case studies. In order to clarify the mechanism of each landslide, the study focused on three typical landslides which occurred in the affected areas, i.e., the Hanokidaira, Okanouchi and Kami-kashiwazaki landslides. Detailed surveying with a laser profiler (LP) was carried out at the Hanokidaira and Okanouchi landslides to enable the topography of each slope before and after the main shock to be accurately grasped. Analytical examinations for the sliding mechanisms in each slope from an engineering point of view are made based on the numerical analyses with the actual soil properties observed in the laboratory tests. According to the results obtained from the cyclic direct and triaxial tests using the undisturbed specimens of the clayey loams sampled at the slip surfaces in each landslide, the shear strength can be reduced under cyclic loading and may eventually make the materials behave as those of high-mobility. Strength reduction is believed to be caused by the destruction of the clay particle structures originated from the sedimentation. Since the duration of the main shock exceeded three minutes, the slopes were subjected to the strong motion for a very long time. The sensitive cohesive soils resulted in a state with high mobility, which might have been the reason for the long distances traveled by the debris. & 2014 The Japanese Geotechnical Society. Production and hosting by Elsevier B.V. All rights reserved. Keywords: The 2011 off the Pacific Coast of Tohoku Earthquake; Landslide; Detailed surveying with a laser profiler; Volcanic cohesive soil; Direct shear test; Triaxial compression test; IGC:E6/E8/D6/C7 nCorresponding author. Tel.: þ81 24 956 8712. E-mail addresses: [email protected] ([email protected] (A. Wakai), [email protected] (J. Umemura), [email protected] (H. Sugimoto), [email protected] (T. Takeshi). 1Tel.: þ81 277 30 1624. 2Tel.: þ81 24 956 8709. 3Tel.: þ81 29 879 6787. 4Tel.: þ55 61 2108 1471. Peer review under responsibility of The Japanese Geotechnical Society. http://dx.doi.org/10.1016/j.sandf.2014.06.001 0038-0806/& 2014 The Japanese Geotechnical Society. Production and hosting by Elsevier B.V. All rights reserved. Susumu Nakamura et al. / Soils and Foundations 54 (2014) 544–559 545 1. Introduction structures. In comparison with the 1995 Southern Hyogo Prefecture Earthquake, in the 2011 earthquake, much of the The 2011 off the Pacific Coast of Tohoku Earthquake damage to structures was caused by the deformation of the (Mw¼9.0) occurred on March 11, 2011, and was of a supporting ground in the form of landslides and liquefaction, magnitude never experienced in our country before. A huge which is a notable feature of this earthquake. Thus, it seems rather tsunami devastated the coastline of the Tohoku district to the important to understand the distribution of the places where Kanto district and took so many human lives. The strong landslides occurred and the mechanisms of landslides induced by ground motion caused great damage to buildings, infrastruc- the earthquake, including the relationship with the intensity of the tures, lifelines, natural slopes and artificial ground. Further- earthquake ground motion. more, it should be noted that one of the features of this The distribution of the landslides caused by the main shock earthquake was the huge number of aftershocks and other and the aftershocks on March 12 and April 11 is shown in induced earthquakes which followed. Fig. 1. This figure was based on the data obtained by many Among the damage, many landslides and the liquefaction of researchers until May 19, 2011 and was provided by the soft ground also led to loss of life as well as damaging manmade National Research Institute for Earth Science and Disaster Fig. 1. Distribution of large landslides. 546 Susumu Nakamura et al. / Soils and Foundations 54 (2014) 544–559 Prevention (NIED). 121 landslides were distributed over a landslide hit area, such as southern Iwate Prefecture, Tsukidate wide area. Of these, 38 landslides occurred on artificial slopes in Miyagi Prefecture, Shirakawa in Fukushima Prefecture, and due to the main shock in Sendai city and the inland and coastal the mid-eastern area of Tochigi Prefecture, PGA and PGV region of Fukushima Prefecture. Among the landslides which exceeded 1 G and 60 cm/s, respectively. occurred on natural slopes due to aftershocks, 13 landslides Furthermore, the long duration of this earthquake is one of occurred on March 12 in Nagano Prefecture and Niigata its distinguishing features Arias intensity Ia is a useful intensity Prefecture, and 21 landslides occurred on April 11 in Iwaki index which considers the duration of strong earthquake city in Fukushima Prefecture. The largest number of landslides ground motion because the intensity is defined as the sum of on natural slopes took place in Fukushima Prefecture, where the energies dissipated per unit weight. A trial which utilizes landslides occurred at a total of 58 locations. Landslides an arias intensity to evaluate the shaking threshold for the occurred in 11 places in the area between Iwate Prefecture limits of falls and slides was performed (e.g. Harp and Wilson, and Miyagi Prefecture, and in 9 places in Tochigi Prefecture. 1995). Arias intensity Ia is expressed in Eq. (1) and is defined Furthermore, in addition to the 13 victims of the Hanokidaira as a quantity which has a velocity dimension based on the time landslide in Shirakawa, 19 others were killed due to landslides: integration value of the square of acceleration. 17 in Fukushima and 2 in Tochigi. Z Td The objective of this report is to clarify the feature of landslides 2 2 Ia ¼ aðtÞ dt ð1Þ which occurred in the natural slope, and the collapse mechanism g 0 caused by the 2011 off the Pacific Coast of Tohoku Earthquake. 2 First of all, as the basic factor and cause of both slope failure and Hence, a(t), Td, g represents the acceleration (m/s ) at time t, landslide, the features of the geology of Tohoku district and the duration (seconds) and gravity acceleration, respectively. seismic action of the main shock are explained. The relationship In comparison with the intensity of earthquake ground between the distribution of the slope failure and landslide is motion PGA, which is used to evaluate the slope stability considered. Next, landslides are classified into different types based during an earthquake, the relationship between the PGA and on the failure mechanism, and are associated with the material Arias intensity is shown in Fig. 4, based on the relationship properties. Furthermore, as the typical example of each type, obtained by the Iwate Miyagi inland earthquake in 2008. The Hanokidaira and Okanouchi in Fukushima Prefecture and Kami- PGA is the value about the EW component obtained by K-net kashiwazaki in Tochigi Prefecture are chosen. Finally, the failure and KiK-net in Tohoku and Northern Kanto district. Although mechanism is discussed from a geotechnical perspective based on the maximum of PGA obtained by the Iwate Miyagi inland the damage configuration and material properties. earthquake is larger than that obtained by the 2011 off the Pacific Coast of Tohoku Earthquake, the maximum of the Arias intensity obtained by the 2011 off the Pacific Coast of 2. Geotechnical feature, seismic action and other Tohoku Earthquake is larger than that obtained by the Iwate influenced factor Miyagi inland earthquake. Furthermore, at the five places where slope failure was generated, the relationship between The geology in the Tohoku district is shown in Fig. 2 PGA and the Arias intensity is shown in Fig. 5. The slope (Wakita et al., 2008). Of the places where landslides generated failures that occurred in Aratosawa, Nuruyu and Ichinonohara by the main shock occurred, there was a large-scale failure of a in Miyagi Prefecture were generated by the 2008 Iwate Miyagi natural slope at Shirakawa city in Fukushima Prefecture.
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