DAMAGE SURVEY REPORT ON MAY 27, 2006, MID JAVA EARTHQUAKE, INDONESIA
スポンサーリンク
概要
- 論文の詳細を見る
On May 27, 2006, the Mid Java Earthquake hit around Jogjakarta City in Java Island, Indonesia. In this report, results from field investigations on geotechnical issues conducted by the Japanese Geotechnical Society survey team are summarized. At several sites where liquefaction occurred in lowland areas, subsurface soil conditions consisting of high groundwater table with soft soil deposits were identified. The liquefaction caused frequent plugging of wells. In these lowland areas, high collapse ratio of houses was reported, which may be linked to the directivity of earthquake motions affected by the earthquake fault location and/or their amplification in the soft soil deposits. In mountainous areas, a large scale landslide and a large number of slope failures and rock falls occurred. Earth fill dams suffered from cracking at the crest, while the rate of the leakage water from the toe of the downstream slope was not changed. Some recommendations are made in conducting detailed analyses and executing rehabilitation works on the damaged dams.
- 社団法人地盤工学会の論文
著者
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Kiyota Takashi
Tokyo University Of Science
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KOSEKI JUNICHI
University of Tokyo
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YOSHIMINE MITSUTOSHI
Tokyo Metropolitan University
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HARA TADASHI
Wakayama National College of Technology
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KIYOTA TAKASHI
University of Tokyo
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WICAKSONO RUTA
University of Tokyo
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GOTO SATOSHI
Yamanashi University
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AGUSTIAN YANYAN
Yamanashi University
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Goto Satoshi
Univ. Yamanashi Jpn
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Yoshimine Mitsutoshi
Tokyo Metropolitan Univ. Jpn
関連論文
- EFFECTS OF SAMPLE DISTURBANCE ON SMALL STRAIN CHARACTERISTICS AND LIQUEFACTION PROPERTIES OF HOLOCENE AND PLEISTOCENE SANDY SOILS
- AGING EFFECTS ON SMALL STRAIN SHEAR MODULI AND LIQUEFACTION PROPERTIES OF IN-SITU FROZEN AND RECONSTITUTED SANDY SOILS
- BEHAVIOR OF LIQUEFIED SANDS UNDER EXTREMELY LARGE STRAIN LEVELS IN CYCLIC TORSIONAL SHEAR TESTS
- DAMAGE SURVEY REPORT ON MAY 27, 2006, MID JAVA EARTHQUAKE, INDONESIA
- VISCOUS PROPERTY OF LOOSE SAND IN TRIAXIAL COMPRESSION, EXTENSION AND CYCLIC LOADING
- RELIABILITY-BASED SEISMIC DEFORMATION ANALYSIS OF REINFORCED SOIL SLOPES