Numerical simulation of a strain softening behavior of a shallow tunnel for a bullet train

被引：0

作者：

Akutagawa, S. ^{[1
]}

Lee, J. H.

Doba, N.

Kitagawa, T. ^{[1
]}

Konishi, S. ^{[2
]}

Matsunaga, T. ^{[3
]}

机构：

[1] Japan Railway Construct Transport & Technol, Tokyo, Japan

[2] Railway Tech Res Inst, Tokyo, Japan

[3] Pacific Consultants Co LTD, Tokyo, Japan

来源：

GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND | 2006年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A new finite element analysis procedure is proposed for simulation of deformational behavior around a shallow tunnel. The method incorporates reduction of shear stiffness, as well as strain softening effects of a given material. The proposed approach produced a strain distribution, deformational mechanism and surface settlement profile, which are in good agreement with the results of the field measurement conducted at two cross sections with different deformational characteristics.

引用

页码：459 / +

页数：2

共 11 条

[1]

ADACHI T, 1985, P JSCE, V358, P129

[2]

AKUTAGAWA S, 1998, P TUNN ENG JSCE, V8, P95

[3]

Gioda G, 1999, INT J NUMER ANAL MET, V23, P1407, DOI 10.1002/(SICI)1096-9853(199911)23:13<1407::AID-NAG934>3.0.CO

[4]

2-Q

[5] SOIL TUNNEL TEST SECTION - CASE-HISTORY SUMMARY [J].

HANSMIRE, WH ;

CORDING, EJ .

JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1985, 111 (11) :1301-1320

[6]

MATSUMOTO K, 2000, THESIS KOBE U JAPAN

[7]

Murayama S., 1969, P JPN SOC CIV ENG, V172, P31, DOI [10.2208/jscej1969.1969.172_31, DOI 10.2208/JSCEJ1969.1969.172_31]

[8]

Murayama S, 1971, P JSCE, P95

[9]

OKUDA M, 1999, J GEOTECHNICAL ENG J, V638, P383

[10]

Sterpi D, 1999, INT J NUMER ANAL MET, V23, P1427, DOI 10.1002/(SICI)1096-9853(199911)23:13<1427::AID-NAG6>3.0.CO

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