A second look at Taylor's stability chart

被引:50
作者
Baker, R [1 ]
机构
[1] Technion Israel Inst Technol, Fac Civil & Environm Engn, IL-32000 Haifa, Israel
关键词
Homogeneity; Slip; Slope stability;
D O I
10.1061/(ASCE)1090-0241(2003)129:12(1102)
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Taylor's stability chart is the main tool used for engineering analysis of simple homogeneous slope stability problems. It is likely that this situation will continue in the future. One of the main deficiencies of Taylor's original presentation is that it does not provide a convenient, general tool for establishing the critical slip circle associated with a given stability problem. Critical circles define the extent of the potentially unstable zone, and this information is quite useful in many practical situations. The present work completes Taylor's classical investigation of stability of homogeneous slopes, and presents the tools necessary in order to establish not only stability numbers (safety factors), but also critical slip circles associated with those numbers. The information defining critical slip circles is presented in a simple chart form which is convenient for practical applications.
引用
收藏
页码:1102 / 1108
页数:7
相关论文
共 7 条
[1]  
[Anonymous], 1937, J BOST SOC CIV
[2]   THEORETICAL-ANALYSIS OF STABILITY OF SLOPES [J].
BAKER, R ;
GARBER, M .
GEOTECHNIQUE, 1978, 28 (04) :395-411
[3]  
Baker R, 1999, P INT S SLOP STAB EN, V1, P253
[4]  
Baker R., 1981, SOILS FOUND, V21, P1, DOI DOI 10.3208/SANDF1972.21.2_1
[5]  
Chen W., 1990, DEV GEOTECHNICAL ENG, V52
[6]  
FELLENIOUS W, 1936, T 2 C LARG DAMS
[7]  
Taylor D.W., 1948, FUNDAMENTALS SOIL ME, DOI 10.1097/00010694-194808000-00008