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Volume 20 (1979)
- Issue 4 Pages 139-
- Issue 3 Pages 87-
- Issue 2 Pages 47-
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Volume 20, Issue 4
Displaying 1-12 of 12 articles from this issue
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[in Japanese]1979 Volume 20 Issue 4 Pages 139
Published: December 30, 1979
Released on J-STAGE: February 23, 2010
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Yasuo NAKAMURA1979 Volume 20 Issue 4 Pages 140-149
Published: December 30, 1979
Released on J-STAGE: February 23, 2010
JOURNAL FREE ACCESSThe prevision or estimation of rock durability is a very important and complex problem in engineering geology and civil engineering. Especially the durability of rocks for use as riprap of fill dams has a close relationship to their safety. The author has been studying on the durability of various rocks for use as riprap of fill dams by means of laboratory freezing and thawing test. As the first step, obtained results are as follows.
(1) The deterioration characteristics of rocks are classified into following three types.
A: No deterioration occurs in matrix itself. Sudden break to two or more pieces occurs along cracks after repeating certain freezing and thawing cycles.
B: Progressive deterioration occurs in matrix itself. Exfoliation from the surface of test pieces occurs at any freezing and thawing cycles.
C: Intermediate type between A and B.
Type A rocks seem to be durable and no problem will occur for using as riprap of fill dams unless break will occur within the setting cycles. Durability of type B and C rocks can be estimated by the value of weight loss at the setting cycles.
(2) Under freezing and thawing test, changes of saturation moisture content, effective porosity, dry density, coefficient of dynamic elasticity and shore hardness have a close relationship to the deterioration characteristics of rocks and can be classified into several patterns.
(3) Freezing and thawing should be repeated at least 100 cycles to estimate rock durability. If it continues extra 100 cycles (i. e. 200 cycles), more precise estimation can be done on many deterioration characteristics of rocks, for example, the rate of deterioration. The rocks that weight loss occur less than 10% at 200 cycles are very durable and seem to cause no problem using for riprap of fill dams.
(4) The durability of rocks can be estimated to some degree from initial value of the physico-mechanical properties. But such method is very rough and sometimes even unreliable. In order to estimate the durability of rocks more precisely, it is necessary to make direct accelerated deterioration experiments such as freezing and thawing test and measure various changes of physical properties.View full abstractDownload PDF (1999K) -
Makoto INOUE1979 Volume 20 Issue 4 Pages 150-157
Published: December 30, 1979
Released on J-STAGE: February 23, 2010
JOURNAL FREE ACCESSWe have tried the expression of Resistivity Cross Section which is adopted for the exploration of metalic are deposits for the survey of underground water.
As the result of it, we believe that the method is available for the exploration of underground water which has complex behavior because the pattern of the apparent form and depth of the water bearing bed can be expressed on the section.
Moreover, the model calculation by computer will raise the accuracy of analysis. Then we consider that the utilization of the Resistivity Cross Section will be increased to the civil engineering field.View full abstractDownload PDF (1188K) -
Kazuhiko IKEDA1979 Volume 20 Issue 4 Pages 158-170
Published: December 30, 1979
Released on J-STAGE: February 23, 2010
JOURNAL FREE ACCESSCracks and fissures contained in rock masses influence remarkably their own strength or drillability. Fissures have a primary influence on mechanical and elastic properties of rock. Such interrelation can be represented by the following empirical equation.
n= 5.0/ (k+m) 2-4.0
Where,
n: the frequency of fissures defined as the number of fissures per unit length (meter).
k=υ/V (υ: the velocity of P-wave propagated in rock masses, V: the velocity of P-wave propagated in rock specimen)
This ratio k gives the index to degree of fissuring.
m: coefficient of uniformity, which depends on degree of weathering, porosity and strength.
The strength of fissured rock masses Sf can be estimated as
Sf=k2Ss
if the strength of non-fissured rock specimen Ss and the index to degree of fissuring k are assumed.View full abstractDownload PDF (1974K) -
[in Japanese]1979 Volume 20 Issue 4 Pages 171-172
Published: December 30, 1979
Released on J-STAGE: February 23, 2010
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[in Japanese]1979 Volume 20 Issue 4 Pages 173-174
Published: December 30, 1979
Released on J-STAGE: February 23, 2010
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[in Japanese]1979 Volume 20 Issue 4 Pages 175-177
Published: December 30, 1979
Released on J-STAGE: February 23, 2010
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[in Japanese]1979 Volume 20 Issue 4 Pages 178-179
Published: December 30, 1979
Released on J-STAGE: February 23, 2010
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[in Japanese]1979 Volume 20 Issue 4 Pages 180-181
Published: December 30, 1979
Released on J-STAGE: February 23, 2010
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[in Japanese]1979 Volume 20 Issue 4 Pages 182-188
Published: December 30, 1979
Released on J-STAGE: February 23, 2010
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[in Japanese]1979 Volume 20 Issue 4 Pages 189
Published: December 30, 1979
Released on J-STAGE: February 23, 2010
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[in Japanese], [in Japanese], [in Japanese], [in Japanese]1979 Volume 20 Issue 4 Pages 189a-193
Published: December 30, 1979
Released on J-STAGE: February 23, 2010
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