Yield surface of Mu-San sandstone by hollow cylinder tests

被引：13

作者：

Lee, DH

Juang, CH

Lin, HM

机构：

[1] Clemson Univ, Dept Civil Engn, Coll Engn & Sci, Clemson, SC 29634 USA

[2] Natl Cheng Kung Univ, Dept Civil Engn, Tainan 70101, Taiwan

[3] Leader Univ, Inst Local Dev & Management, Tainan, Taiwan

来源：

ROCK MECHANICS AND ROCK ENGINEERING | 2002年 / 35卷 / 03期

关键词：

D O I：

10.1007/s00603-001-0023-8

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The failure behavior of rocks can be quite complex, affected by such factors as stress path, anisotropy, and loading types and conditions. To understand the mechanical behavior of rocks under complex field conditions, the true triaxial test and hollow cylinder test was employed. This paper conducts additional hollow cylinder tests with different confining pressures, and with improved accuracy.

引用

页码：205 / 216

页数：12

共 9 条

[1]

CHEN WF, 1991, PLASTICITY STRUCTURA, P26

[2]

Cooling L. F., 1936, J I CIVIL ENG, V3, P333

[3]

Desai C., 1984, Constitutive laws for engineering materials, with emphasis on geologic materials

[4]

HIGHT DW, 1983, GEOTECHNIQUE, V33, P335

[5] MODELING ROCK STRENGTH IN 3 DIMENSIONS [J].

KIM, MK ;

LADE, PV .

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1984, 21 (01) :21-33

[6]

Lade P.V., 1975, P 5 PAN AM C SOIL ME, V1, P117

[7] Stress paths and mechanical behavior of a sandstone in hollow cylinder tests [J].

Lee, DH ;

Juang, CH ;

Chen, JW ;

Lin, HM ;

Shieh, WH .

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1999, 36 (07) :857-870

[8]

Saada A, 1988, ASTM STP, P766, DOI DOI 10.1520/STP977-EB

[9] FAILURE OF 3 SEDIMENTARY-ROCKS IN TRIAXIAL AND HOLLOW CYLINDER COMPRESSION TESTS [J].

SANTARELLI, FJ ;

BROWN, ET .

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1989, 26 (05) :401-413

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