Measuring "Fast" shear strengths along slickensided surfaces in the Bromhead ring shear

被引:0
|
作者
Meehan, Christopher L. [1 ]
Brandon, Thomas L. [2 ]
Duncan, J. Michael [2 ]
机构
[1] Univ Delaware, Dept Civil & Environm Engn, Newark, DE 19716 USA
[2] Virginia Tech, Dept Civil & Environm Engn, Blacksburg, VA 24061 USA
来源
GEOTECHNICAL TESTING JOURNAL | 2008年 / 31卷 / 03期
基金
美国国家科学基金会;
关键词
ring shear tests; clays; residual strength; slickensides; fast shearing; laboratory test;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Fast and slow ring shear tests were performed in the Bromhead ring shear device to examine the effect of the displacement rate on the shear strength measured along slickensided discontinuities in Rancho Solano Fat Clay. For each test, initial drained shearing was performed at a displacement rate of 0.018 mm/min, fast shearing was performed at a rate of 44.5 mm/min, and drained shearing was recommenced at a displacement rate of 0.018 mm/min. Significant variations in measured post-peak shear strengths were observed, and problems with the pore pressure response in the soil surrounding the slickensided plane are discussed. As a result of these problems, it was concluded that fast Bromhead ring shear tests may not be suitable for evaluating the effects of fast shearing on the strengths of slickensided surfaces.
引用
收藏
页码:239 / 242
页数:4
相关论文
共 50 条
  • [21] Analysis of ring and plug shear strengths for comparison of lead-free solders
    Foley, JC
    Gickler, A
    Leprevost, FH
    Brown, D
    JOURNAL OF ELECTRONIC MATERIALS, 2000, 29 (10) : 1258 - 1263
  • [22] LANDFILL LINER INTERFACE STRENGTHS FROM TORSIONAL-RING-SHEAR TESTS
    STARK, TD
    POEPPEL, AR
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1994, 120 (03): : 597 - 615
  • [23] Rate Effects on Peak and Residual Strengths of Overconsolidated Clay in Ring Shear Tests
    Nguyen Thanh Duong
    Suzuki, Motoyuki
    PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2022, 66 (01): : 298 - 309
  • [24] Peak and Residual Shear Interface Measurement between Sand and Continuum Surfaces Using Ring Shear Apparatus
    Almasoudi, Rayed
    Daghistani, Firas
    Abuel-Naga, Hossam
    APPLIED SCIENCES-BASEL, 2024, 14 (14):
  • [25] SHEAR BOND STRENGTHS BETWEEN ACID-ETCHED AND DEPROTEINIZED DENTIN SURFACES
    COBB, DS
    VARGAS, MA
    ARMSTRONG, SR
    JOURNAL OF DENTAL RESEARCH, 1995, 74 : 35 - 35
  • [26] FRACTURE MECHANISM OF HENBURY METEORITE BY SEPARATION ALONG SURFACES OF SHEAR FAULTING
    AXON, HJ
    STEELEPERKINS, EM
    NATURE, 1975, 256 (5519) : 635 - 635
  • [27] Modelling rapid shearing of cohesive soils along undulating shear surfaces
    Petley, DJ
    Taylor, P
    SLOPE STABILITY ENGINEERING, VOLS 1 & 2, 1999, : 745 - 750
  • [28] LANDFILL LINER INTERFACE STRENGTHS FROM TORSIONAL-RING-SHEAR TESTS - DISCUSSION
    DIXON, N
    JONES, DRV
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1995, 121 (06): : 509 - 510
  • [29] LANDFILL LINER INTERFACE STRENGTHS FROM TORSIONAL-RING-SHEAR TESTS - CLOSURE
    STARK, TD
    POEPPEL, AR
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1995, 121 (06): : 510 - 510
  • [30] Pressure dependence of shear strengths of thin films on metal surfaces measured in ultrahigh vacuum
    Gao, Feng
    Furlong, Octavio
    Kotvis, Peter V.
    Tysoe, W. T.
    TRIBOLOGY LETTERS, 2008, 31 (02) : 99 - 106