Experimental research on pre-peak constitutive relation of filled fracture with expansive medium
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Experimental research on pre-peak constitutive relation of filled fracture with expansive medium
Vol. 32, Issue 10, (2011)
作者机构:
1. 郑州大学 工程力学系,郑州,450001
2. 郑州大学 水利与环境学院,郑州,450001
3. 郑州大学 土木工程学院,郑州,450001
作者简介:
基金信息:
DOI:
CLC:TU458.3
Online First:13 October 2011,
Published:2011
稿件说明:
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CHEN Jin-gang, XU Ping, ZHANG Yan, et al. Experimental research on pre-peak constitutive relation of filled fracture with expansive medium[J]. 2011, 32(10).
DOI:
CHEN Jin-gang, XU Ping, ZHANG Yan, et al. Experimental research on pre-peak constitutive relation of filled fracture with expansive medium[J]. 2011, 32(10).DOI:
Experimental research on pre-peak constitutive relation of filled fracture with expansive medium
Taking Na-bentonite as filling medium and cement mortar as fissure wall
the filled fractures are made. By means of normal compression and lateral restraint
the constitutive relations of filled fracture with expansive medium and under the conditions of different fracture widths and different water contents
are discussed. A large number of stress-strain data are obtained. It is shown that the fractures filled with expansive medium can be divided into three stages: rheological phase
compression phase and the elastic stage in the pre-peak. At the beginning of the experiment
the filled fracture is in the rheological state; that is to say
the stress nearly remains unchanged
but the strain continues to increase. With the finite deformation and the normal stress increase
the filled fracture overall intensity increase
and demonstrate elastic characteristics gradually. Based on the results
the mechanical model of inverted Saint-Venant body is put forward; pre-peak constitutive equation of filled fracture with expansive medium is established; and its mechanism is analyzed.