Liquefaction at Strong Motion Stations and in Urayasu City during the 2011 Tohoku-Oki Earthquake

被引：46

作者：

Cox, Brady R. ^{[1
]}

Boulanger, Ross W. ^{[2
]}

Tokimatsu, Kohji ^{[3
]}

Wood, Clinton M. ^{[1
]}

Abe, Akio ^{[4
]}

Ashford, Scott ^{[5
]}

Donahue, Jennifer ^{[6
]}

Ishihara, Kenji ^{[7
]}

Kayen, Robert ^{[8
]}

Katsumata, Kota ^{[3
]}

Kishida, Tadahiro ^{[9
]}

Kokusho, Takaji ^{[7
]}

Mason, H. Benjamin ^{[5
]}

Moss, Robb ^{[10
]}

Stewart, Jonathan P. ^{[11
]}

Tohyama, Kazushi ^{[3
]}

Zekkos, Dimitrios ^{[12
]}

机构：

[1] Univ Texas Austin, Dept Civil Architectural & Environm Engn, Austin, TX 78730 USA

[2] Univ Calif Davis, Dept Civil & Environm Engn, Davis, CA 95616 USA

[3] Tokyo Inst Technol, Dept Architecture & Bldg Engn, Tokyo 1528552, Japan

[4] Tokyo Soil Res Co Ltd, Tokyo 1520021, Japan

[5] Oregon State Univ, Sch Civil & Construct Engn, Corvallis, OR 97331 USA

[6] Geosyntec, Oakland, CA 94607 USA

[7] Chuo Univ, Tokyo 1368577, Japan

[8] US Geol Survey, Menlo Pk, CA 94025 USA

[9] Univ Calif Berkeley, Pacific Earthquake Engn Res Ctr, Berkeley, CA 94720 USA

[10] Cal Poly State Univ, Dept Civil & Environm Engn, San Luis Obispo, CA 93407 USA

[11] Univ Calif Los Angeles, Dept Civil & Env Engn, Los Angeles, CA 90095 USA

[12] Univ Michigan, Dept Civil & Environm Engn, Ann Arbor, MI 48109 USA

来源：

EARTHQUAKE SPECTRA | 2013年 / 29卷

基金：

美国国家科学基金会;

关键词：

D O I：

10.1193/1.4000110

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The 2011 M-W = 9.0 Tohoku-oki earthquake generated a large number of unique soil liquefaction case histories, including cases with strong ground motion recordings on liquefiable or potentially liquefiable soils. We have compiled a list of 22 strong motion stations (SMS) where surface evidence of liquefaction was observed and 16 SMS underlain by geologically recent sediments or fills where surface evidence of liquefaction was not observed. Pre-earthquake standard penetration test data and borehole shear wave velocity (V-s) profiles are available for some stations, but critical information, such as grain size distribution and fines plasticity, are often lacking. In the heavily damaged city of Urayasu, we performed post-earthquake cone penetration testing at seven SMS and V-s profiles, using surface wave methods at 28 additional locations to supplement existing geotechnical data. We describe the liquefaction effects in Urayasu, the available site characterization data, and our initial data interpretations.

引用

页码：S55 / S80

页数：26

共 20 条

[1] Liquefaction resistance of soils from shear-wave velocity
Andrus, RD
Stokoe, KH
[J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2000, 126 (11) : 1015 - 1025
[2] Boulanger R., 2012, P INT S ENG LESS LEA, P601
[3] Dobry R., 2012, COMMUNICATION
[4] Geotechnical Extreme Events Reconnaissance (GEER) Association, 2011, GEER025B
[5] Geotechnical Extreme Events Reconnaissance (GEER) Association, 2011, GEER025A
[6] Geotechnical Extreme Events Reconnaissance (GEER) Association, 2011, GEOT EFF MW 9 0 TOH
[7] Idriss I.M., 2008, MONOGRAPH EARTHQUAKE
[8] Ishihara K., 2011, GEOTEC HANOI
[9] Katsumata K., 2012, Proc. 9th Intl. Conf. on Urban Earthquake Engineering, P601
[10] Kayen R., 2012, J GEOTECHNICAL GEOE

← 1 2 →