Wetting weakening of tertiary sandstones-microscopic mechanism

被引:169
作者
Lin, ML [1 ]
Jeng, FS [1 ]
Tsai, LS [1 ]
Huang, TH [1 ]
机构
[1] Natl Taiwan Univ, Dept Civil Engn, Taipei 10764, Taiwan
来源
ENVIRONMENTAL GEOLOGY | 2005年 / 48卷 / 02期
关键词
fracture; tertiary sandstone; matrix; wetting softening;
D O I
10.1007/s00254-005-1318-y
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The micromechanism accounting for wetting weakening of tertiary sandstones was studied. It was found that intragranular fracture prevails for all dry sandstones. However, when the sandstone is wet, intergranular fracture occurs for Type B sandstones. Therefore, one sandstone from Type A sandstones, MS1, and another from Type B, TK, were selected to further investigate the nature of the matrix. It was found that (1) for both sandstones, the major mineral components of the matrix are illite and kaolinite except that the MS1 sandstone has more chlorite; (2) leaching of matrix induced an increase of porosity and consequently results in leaching softening; and (3) among the mineral composition, chlorite is easiest to be dissolved and leached out and induces a more significant increase of porosity, which, in turn, results in a more significant leaching softening.
引用
收藏
页码:265 / 275
页数:11
相关论文
共 31 条
[1]  
[Anonymous], 1981, Rock characterization, testing and monitoring: ISRM Suggested Methods
[2]   Assessment of texture coefficient for different rock types and correlation with uniaxial compressive strength and rock weathering [J].
Azzoni, A ;
Bailo, F ;
Rondena, E ;
Zaninetti, A .
ROCK MECHANICS AND ROCK ENGINEERING, 1996, 29 (01) :39-46
[3]  
BARTON ME, 1993, ENG GEOL SP, V8, P125
[4]  
BELL FG, 1993, ENG GEOL SP, V8, P139
[5]   The petrographic and geomechanical properties of some sandstones from the Newspaper Member of the Natal Group near Durban, South Africa [J].
Bell, FG ;
Lindsay, P .
ENGINEERING GEOLOGY, 1999, 53 (01) :57-81
[6]   Petrographic and engineering properties of sandstones from the Sneinton formation, Nottinghamshire, England [J].
Bell, FG ;
Culshaw, MG .
QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGY, 1998, 31 :5-19
[7]   PHYSICAL AND MECHANICAL-PROPERTIES OF FELL SANDSTONES, NORTHUMBERLAND, ENGLAND [J].
BELL, FG .
ENGINEERING GEOLOGY, 1978, 12 (01) :1-29
[8]   EXPERIMENTAL-OBSERVATIONS OF THE ELASTIC AND INELASTIC BEHAVIOR OF POROUS SANDSTONES [J].
BERNABE, Y ;
FRYER, DT ;
SHIVELY, RM .
GEOPHYSICAL JOURNAL INTERNATIONAL, 1994, 117 (02) :403-418
[9]   CHEMICAL-WEATHERING MECHANISMS AND THEIR EFFECTS ON ENGINEERING PROPERTIES OF SOFT SANDSTONE AND CONGLOMERATE CEMENTED BY ZEOLITE IN A MOUNTAINOUS AREA [J].
CHIGIRA, M ;
SONE, K .
ENGINEERING GEOLOGY, 1991, 30 (02) :195-219
[10]  
CLOUGH GW, 1981, J GEOTECH ENG-ASCE, V107, P799