A complex earth slide-earth flow induction by the heavy rainfall in July 2006, Okaya City, Nagano Prefecture, Japan

被引:15
作者
Okada, Yasuhiko
Ochiai, Hirotaka
Okamoto, Takashi
Sassa, Kyoji
Fukuoka, Hiroshi
Igwe, Ogbonnaya
机构
[1] Forestry & Forest Prod Res Inst, Inc Adm Agcy, Tsukuba, Ibaraki 3058687, Japan
[2] Kyoto Univ, Res Ctr Landslides, Disaster Prevent Res Inst, Uji, Kyoto 6110011, Japan
关键词
earth slide-earth flow; volcanoclastic soils; excessive pore pressure; travel distance;
D O I
10.1007/s10346-006-0075-7
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A seasonal rain front (Baiu front) accompanied a longterm accumulation of precipitation propagated over the wide areas of the main island of Japan during 15-24 July 2006. In Okaya City Nagano Prefecture, several flow-type landslides occurred in the early morning of 19 July 2006, claiming eight lives. Among these landslides, a most peculiar complex earth slide-earth flow occurred on a north gentle slope of the upstream portion of the Motosawagawa River. in the source area, volcanoclastic soils overlying tuffaceous rocks at about 4-m depth slid due to the prolonged precipitation that raised the water table level in the soil. Along with the travel path, the failed materials fluidized causing the liquefaction of the volcanoclastic soils underlain by volcanic black ash soils. The resulting flow spread over a wide area up to the final deposition. Constant volume box-shear tests on undisturbed volcanoclastic soil specimens taken from the source area showed effective normal stress tended to decrease during shearing. The ring shear tests on saturated disturbed specimens produced the large loss of shear resistance, which may explain the fluidized motion of the complex landslide.
引用
收藏
页码:197 / 203
页数:7
相关论文
共 7 条
[1]  
[Anonymous], 2006, WATER RESOURCES MONO
[2]  
Cruden D.M., 1996, LANDSLIDES INVESTIGA, P36
[3]   Undrained shear behaviour of sands subjected to large shear displacement and estimation of excess pore-pressure generation from drained ring shear tests [J].
Okada, Y ;
Sassa, K ;
Fukuoka, H .
CANADIAN GEOTECHNICAL JOURNAL, 2005, 42 (03) :787-803
[4]   Excess pore pressure and grain crushing of sands by means of undrained and naturally drained ring-shear tests [J].
Okada, Y ;
Sassa, K ;
Fukuoka, H .
ENGINEERING GEOLOGY, 2004, 75 (3-4) :325-343
[5]  
SASSA K, 1996, 7 INT S LANDSL LANDS, V1, P115
[6]  
SASSA K, 1996, SOILS FOUND, P53
[7]  
SASSA K, 2003, ASTM GEOTECHNICAL TE, V26, P1