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ORIGINAL PAPER Determination of Joint Roughness Coefficients Using Roughness Parameters Hyun-Sic Jang Seong-Seung Kang Bo-An Jang Received: 8 August 2013 / Accepted: 16 December 2013 Ó Springer-Verlag Wien 2014 Abstract This study used precisely digitized standard roughness profiles to determine roughness parameters such as statistical and 2D discontinuity roughness, and fractal dimensions. Our methods were based on the relationship between the joint roughness coefficient (JRC) values and roughness parameters calculated using power law equa- tions. Statistical and 2D roughness parameters, and fractal dimensions correlated well with JRC values, and had cor- relation coefficients of over 0.96. However, all of these relationships have a 4th profile (JRC 6–8) that deviates by more than ±5 % from the JRC values given in the standard roughness profiles. This indicates that this profile is sta- tistically different than the others. We suggest that fractal dimensions should be measured within the entire range of the divider, instead of merely measuring values within a suitable range. Normalized intercept values also correlated with the JRC values, similarly to the fractal dimension values discussed above. The root mean square first deriv- ative values, roughness profile indexes, 2D roughness parameter, and fractal dimension values decreased as the sampling interval increased. However, the structure func- tion values increased very rapidly with increasing sampling intervals. This indicates that the roughness parameters are not independent of the sampling interval, and that the different relationships between the JRC values and these roughness parameters are dependent on the sampling interval. Keywords Roughness parameters Joint roughness coefficient Standard roughness profiles Digitization Power law equation List of Symbols a, b, c Regression coefficients of power law equation ACF Auto-correlation function A h Potential contact areas a n Normalized intercept yielded by dividing the intercept (log a) by the nominal length of the profile C Dimensionless parameter CLA Centerline average values D Fractal dimension i ave Average roughness angles JRC Joint roughness coefficient L h Normalized length log a Intercept of the Log L(r)-Log r plot L(r) Total length of the profile MSV Mean square roughness height P Roughness parameter (Z 2 , SF, R p -1, h max = C þ 1 ð Þ 2D and D-1) r Divider value RMS Root mean square roughness height values R p Roughness profile indexes SD i Standard deviation of roughness angle SF Structure function SI Sampling interval Z 1 Mean square first derivative H.-S. Jang B.-A. Jang (&) Department of Geophysics, Kangwon National University, 1 Kangwondaehak-gil, Chuncheon, Gangwon-do 200-701, Republic of Korea e-mail: [email protected] H.-S. Jang e-mail: [email protected] S.-S. Kang Department of Energy Resources Engineering, Chosun University, 309 Pilmun-daero Dong-gu, Gwangju 501-759, Republic of Korea e-mail: [email protected] 123 Rock Mech Rock Eng DOI 10.1007/s00603-013-0535-z

Determination of Joint Roughness Coefficients Using Roughness Parameters

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ORIGINAL PAPER

Determination of Joint Roughness Coefficients Using RoughnessParameters

Hyun-Sic Jang • Seong-Seung Kang •

Bo-An Jang

Received: 8 August 2013 / Accepted: 16 December 2013

� Springer-Verlag Wien 2014

Abstract This study used precisely digitized standard

roughness profiles to determine roughness parameters such

as statistical and 2D discontinuity roughness, and fractal

dimensions. Our methods were based on the relationship

between the joint roughness coefficient (JRC) values and

roughness parameters calculated using power law equa-

tions. Statistical and 2D roughness parameters, and fractal

dimensions correlated well with JRC values, and had cor-

relation coefficients of over 0.96. However, all of these

relationships have a 4th profile (JRC 6–8) that deviates by

more than ±5 % from the JRC values given in the standard

roughness profiles. This indicates that this profile is sta-

tistically different than the others. We suggest that fractal

dimensions should be measured within the entire range of

the divider, instead of merely measuring values within a

suitable range. Normalized intercept values also correlated

with the JRC values, similarly to the fractal dimension

values discussed above. The root mean square first deriv-

ative values, roughness profile indexes, 2D roughness

parameter, and fractal dimension values decreased as the

sampling interval increased. However, the structure func-

tion values increased very rapidly with increasing sampling

intervals. This indicates that the roughness parameters are

not independent of the sampling interval, and that the

different relationships between the JRC values and these

roughness parameters are dependent on the sampling

interval.

Keywords Roughness parameters � Joint roughness

coefficient � Standard roughness profiles � Digitization �Power law equation

List of Symbols

a, b, c Regression coefficients of power law equation

ACF Auto-correlation function

Ah� Potential contact areas

an Normalized intercept yielded by dividing the

intercept (log a) by the nominal length of the

profile

C Dimensionless parameter

CLA Centerline average values

D Fractal dimension

iave Average roughness angles

JRC Joint roughness coefficient

Lh� Normalized length

log a Intercept of the Log L(r)-Log r plot

L(r) Total length of the profile

MSV Mean square roughness height

P Roughness parameter (Z2, SF, Rp-1,

h�max= C þ 1ð Þ2D and D-1)

r Divider value

RMS Root mean square roughness height values

Rp Roughness profile indexes

SDi Standard deviation of roughness angle

SF Structure function

SI Sampling interval

Z1 Mean square first derivative

H.-S. Jang � B.-A. Jang (&)

Department of Geophysics, Kangwon National University,

1 Kangwondaehak-gil, Chuncheon, Gangwon-do 200-701,

Republic of Korea

e-mail: [email protected]

H.-S. Jang

e-mail: [email protected]

S.-S. Kang

Department of Energy Resources Engineering, Chosun

University, 309 Pilmun-daero Dong-gu, Gwangju 501-759,

Republic of Korea

e-mail: [email protected]

123

Rock Mech Rock Eng

DOI 10.1007/s00603-013-0535-z

Z2 Root mean square first derivative values

Z3 Root mean square second derivative

Z4 Percentage excess of distance

h�cr Threshold apparent inclinations

h�max Maximum apparent inclination

1 Introduction

It is important to accurately determine joint roughness,

because it is a critical value used for calculating the

mechanical properties of rock joints. In addition, the max-

imum shear strength of a joint is dependent on its roughness.

Joint roughness has generally been determined using joint

roughness coefficient (JRC) values, as introduced by Barton

(1973). The JRC was later refined by defining 10 standard

roughness profiles in additional work by Barton and

Choubey (1977). The International Society of Rock

Mechanics uses this methodology as the standard method

for determining joint roughness (ISRM 1978), and it has

been widely used in geotechnical and rock engineering.

However, this method uses visual comparisons to estimate

JRC values, meaning that results may vary because of the

subjectivity and experience level of the investigator

(Hsiung et al. 1993; Wakabayashi and Fukushige 1995).

Recent developments have meant that the roughness of a

joint can be precisely measured using laser profilometer or

digital measurement systems, which have the potential to

produce more accurate JRC evaluations. A number of sta-

tistical parameters have been used to determine joint

roughness, such as the root mean square roughness height

values (RMS), root mean square first derivative values (Z2),

average roughness angles (iave), structure function (SF)

values, and roughness profile indexes (Rp). More recent

research has focused on fractal analysis (Turk et al. 1987;

Lee et al. 1990; Wakabayashi and Fukushige 1995; Kulat-

ilake et al. 1995; Jang et al. 2006).

These statistical parameters correlate relatively well

with JRC values and are easily determined, although a

number of different relationships between these parameters

and JRC values have been proposed (Tse and Cruden 1979;

Maerz et al. 1990; Yu and Vayssade 1991; Tatone and

Grasselli 2010). These parameters are also highly depen-

dent on the sampling interval (Miller et al. 1990; Yu and

Vayssade 1991; Chun and Kim 2001). Fractal dimension

values have also been reported to correlate well with JRC

values, although it is difficult to derive distinctive fractal

dimensions for roughness profiles with self-affine charac-

teristics (Carpinteri and Chiaia 1995; Kulatilake et al.

1997). Grasselli and Egger (2003) proposed a 3D discon-

tinuity roughness parameter that was defined by estimating

the contact area of a shearing joint surface. Tatone and

Grasselli (2010) introduced a similar concept to both 3D

surface topography and 2D profiles. They proposed a 2D

discontinuity roughness parameter to be used during JRC

determination.

This study precisely digitized 10 standard roughness

profiles. They were then used to examine the issues and

efficacies of various methods for calculating JRC values,

including Z2, SF, and Rp values, and the 2D discontinuity

roughness parameter of Tatone and Grasselli (2010). In

addition, we then used a divider method for fractal analysis,

and investigated the effect of the sampling interval on JRC

values using standard roughness profiles digitized at four

different sampling intervals (0.1, 0.5, 1.0, and 2.0 mm).

2 Digitization of Standard Roughness Profiles

Barton and Choubey (1977) used 136 individual shear tests

on rock joint specimens to define 10 standard roughness

profiles. They allocated a range of JRC values for each

profile (Table 1). These standard roughness profiles are

widely used to visually estimate joint roughness values.

Previous research has used a standard roughness profile

digitized at 0.5 mm intervals (a result of using a profile

comb with a 1-mm distance between teeth) to measure

roughness profiles (Fig. 1).

In this study, we have digitized the standard roughness

profiles, which we then used to determine JRC values. We

scanned these profiles using a 1,200 dot per inch (dpi)

resolution, and then converted the resulting images into

bitmap image files. Next, the images were digitized at 0.1-

mm intervals using Origin software (Fig. 2), with an

additional three profiles digitized at sampling intervals of

0.5, 1.0, and 2.0 mm.

The majority of these profiles have horizontal lengths of

*99.0 mm; the 7th profile (JRC 12–14) is the shortest

(96.0 mm) and the 8th profile (JRC 14–16) is the longest

(101.0 mm). Barton (1982) reported that the amplitude of

asperities is closely related to JRC values, and that the

amplitudes of asperities measured from standard roughness

profiles tend to increase as JRC values increase. However,

in our study the amplitudes of the 3rd (JRC 4–6), 9th (JRC

16–18), and 10th (JRC 18–20) profiles are smaller than

those of the immediately preceding profiles (Fig. 3).

3 Determination of JRC Values Using Statistical

Parameters

Various statistical parameters have been used to examine

joint roughness; for example, centerline average values,

mean square roughness height, RMS, mean square first

derivative, Z2, root mean square second derivative,

H.-S. Jang et al.

123

percentage excess of distance, average roughness angle i,

standard deviation of roughness angle i (SDi), SF, auto-

correlation function, and Rp values (Wu and Ali 1978;

Krahn and Morgenstern 1979; Tse and Cruden 1979;

Reeves 1985; Maerz et al. 1990; Yu and Vayssade 1991;

Yang et al. 2001; Kim and Lee 2009; Tatone and Grasselli

2010). Tse and Cruden (1979) evaluated these statistical

parameters and reported that the Z2 and SF values corre-

lated well with JRC values. A correlation analysis by Yu

and Vayssade (1991) determined that JRC values corre-

lated well with the Z2, SF, SDi, and Rp values. In addition,

Chun and Kim (2001) reported that the joint asperity slope

estimates provided by statistical parameters (such as the

average roughness angle or Z2 values) correlated better

with JRC values than other parameters. Furthermore,

Miller et al. (1990) suggested that Z2 values correlated well

with JRC values. However, it should be noted that Z2

values alone are not sufficient for evaluating joint rough-

ness, as these values vary with the sampling interval (Yu

and Vayssade 1991; Chun and Kim 2001).

In this paper, we present the Z2, SF, and Rp values for

standard roughness profiles that were digitized at a 0.5-mm

sampling interval. We have evaluated the correlation

between these values and the JRC values, and compared

the results with previous research. Each of these parameters

is calculated using a different statistical approach. The Z2

values are related to the roughness slope, SF values are

related to the degree of change in roughness height, and the

Table 1 Ten standard

roughness profiles suggested by

Barton and Choubey (1977)

The numbers within parentheses

are the exact JRC values

calculated using back-analysis

Profile No.

Rock type Typical roughness profiles JRC range

1 Slate 0–2 (0.4)

2 Aplite 2–4 (2.8)

3 Gneiss

(muscovite)4–6 (5.8)

4 Granite 6–8 (6.7)

5 Granite 8–10 (9.5)

6 Hornfels(nodular)

10–12 (10.8)

7 Aplite 12–14 (12.8)

8 Aplite 14–16 (14.5)

9 Hornfels(nodular)

16–18 (16.7)

10 Soapstone 18–20 (18.7)

SCALE

Fig. 1 Diagram illustrating the

use of a profile comb to obtain

2D profiles of a rough rock joint

(from Tatone and Grasselli

2010)

Determination of Joint Roughness Coefficients

123

Rp values are related to the actual length of the profile. The

profiles shown in Fig. 4 have Z2, SF, and Rp values that

were determined usingZ2 ¼

1

L

Z x¼L

x¼0

dy

dx

� �2

dx

" #1=2

¼ 1

L

Xn�1

i¼1

yiþ1 � yið Þ2

xiþ1 � xi

" #1=2

;

ð1Þ

SF ¼ 1

L

Z x¼L

x¼0

f ðxþ dxÞ � f ðxÞ½ �2dx

¼ 1

L

Xn�1

i¼1

yiþ1 � yið Þ2 xiþ1 � xið Þ; ð2Þ

Rp ¼

Pn�1

i¼1

xiþ1 � xið Þ2þ yiþ1 � yið Þ2h i1=2

L: ð3Þ

Z2 is the most widely used parameter in roughness

analysis. Tse and Cruden (1979) proposed a relationship

between Z2 and JRC [Eq. (4)] based on digitizing a stan-

dard profile at a 0.5-mm sampling interval. In addition, Yu

and Vayssade (1991) reported a linear relationship between

Z2 and JRC, as shown in Eq. (5). Tatone and Grasselli

(2010) reported a power law relationship between these

two variables [Eq. (6)].

JRC ¼ 32:2 + 32:47 log Z2; Tse and Cruden 1979ð Þ: ð4ÞJRC ¼ 61:79 Z2 � 3:47; Yu and Vayssade 1991ð Þ: ð5Þ

JRC ¼ 51:85 Z2ð Þ0:60�10:37; Tatone and Grasselli 2010ð Þ:ð6Þ

The Z2 values calculated from each of the profiles dig-

itized in this study are shown in Fig. 5a. The JRC values

increase as Z2 increases, and the best fit line between these

two variables is provided by a power law equation such as

that shown in Eq. (7). Although the Z2 values for the 4th,

9th, and 10th profiles deviate slightly from the JRC values,

the overall correlation is strong (coefficient of determina-

tion, R2 = 0.972).

JRC ¼ 51:16 Z2ð Þ0:531� 11:44: ð7Þ

Fig. 4 Diagram used to define

the statistical parameters for a

joint profile. Here, yi is the

height of a joint profile at xi, and

Dx is the distance between xi?1

and xi. L is the horizontal length

of a joint profile (from

Kulatilake et al. 1995)

Fig. 2 Digitization of standard roughness profiles

Fig. 3 Amplitudes of asperity for standard roughness profiles

H.-S. Jang et al.

123

We calculated the JRC values using Eqs. (4–7) and

determined the Z2 values using the standard roughness

profiles that we digitized in this study. The calculated JRC

values and the reported standard roughness profiles (Barton

and Choubey 1977) are plotted together in Fig. 5b. If they

are identical, the points will lie along the diagonal 1:1 line

shown in this figure. The dotted lines indicate values that

lie within ±5 % of this 1:1 line. All of the JRC values

determined using Eq. (7), and except the 4th value are

distributed within the ±5 % range. This indicates that this

approach can effectively estimate JRC values. A total of

seven JRC values calculated using Eq. (5) are outside of

this ±5 % range, although there are no significant outliers

within this dataset. The JRC values calculated by Eq. (6)

are similar to those determined using Eq. (7), although the

scatter is somewhat larger in the former. Overall, the two

relationships are very similar. In addition, the JRC values

for the 1st to 3rd profiles calculated using Eq. (4) are rel-

atively low, indicating that this relationship is not suitable

for the calculation of JRC values for smooth profiles.

The SF values also correlate well with JRC values. Tse

and Cruden (1979) reported a logarithmic relationship

between the two [Eq. (8)], and Yu and Vayssade (1991)

proposed a square root equation that defines the relation-

ship between SF and JRC [Eq. (9)].

JRC ¼ 37:28þ 16:58 log SF; Tse and Cruden 1979ð Þ:ð8Þ

JRC ¼ 121:13ffiffiffiffiffiffiSFp

� 3:28; Yu and Vayssade 1991ð Þ:ð9Þ

Figure 6a shows the SF values calculated for the stan-

dard roughness profiles digitized during this study, and

demonstrates that they positively correlate with the JRC

values in the regressed power law relationship of Eq. (10).

The 4th, 9th, and 10th profiles have values that slightly

deviate from this relationship, similarly to the Z2 parame-

ter, although the relationship has a very good overall cor-

relation of R2 = 0.972.

JRC ¼ 73:95 SFð Þ0:266

� 11:38: ð10Þ

Figure 6b shows the JRC values calculated using Eqs.

(8–10) compared with values for the standard profiles

shown in Table 1. All of the JRC values calculated using

Eq. (10) are within ±5 % of the values in Table 1, except

the 4th profile. This is similar to the JRC values calculated

by Yu and Vayssade (1991), which also have relatively

small errors. However, the values calculated by Tse and

Cruden (1979) deviated significantly from all of the JRC

values listed in Table 1.

The Rp parameter is a simple analysis tool that has been

widely used in roughness analyses of various materials. Rp

values start at 1, although the majority of researchers use

an Rp-1 value for convenience. Maerz et al. (1990) sug-

gested that the correlation between Rp-1 and JRC can be

modeled using the linear relationship given in Eq. (11),

whereas Yu and Vayssade (1991) proposed a square root

relationship [Eq. (12)] that is similar to the relationship

they proposed for SF. Tatone and Grasselli (2010) derived

Eq. (13) based on the correlation between the Rp and JRC

values.

JRC ¼ 411:1 Rp � 1� �

; Maerz et al: 1990ð Þ: ð11Þ

JRC ¼ 92:07ffiffiffiffiffiffiffiffiffiffiffiffiffiffiRp � 1

p� 3:28; Yu and Vayssade 1991ð Þ:

ð12Þ

Fig. 5 Relationships between JRC and Z2 as calculated from the standard profiles used in this study (a), and comparison of JRC values

calculated using different relationships (b)

Determination of Joint Roughness Coefficients

123

JRC ¼ 3:36� 10�2 þ 1:24� 10�3

ln Rp

� �" #�1

;

Tatone and Grasselli 2010ð Þ:ð13Þ

Figure 7a shows the Rp - 1 values calculated in this

study; these values have a similar distribution to the Z2 and

SF values, and have a good fit to the power law equation

shown in Eq. (14) (R2 = 0.973).

JRC ¼ 65:9 Rp � 1� �0:302� 9:65: ð14Þ

Figure 7b shows the JRC values calculated in this study

[Eq. (14)], in previous studies [Eqs. (11–13)], and the

values given in Table 1. The JRC values derived using

Eq. (14) are within ±5 % of the actual values, except for

the values calculated for the 4th profile. This is the same

for the Z2 and SF parameters. These results are similar to

those using Eq. (12) (Yu and Vayssade 1991) and Eq. (13)

(Tatone and Grasselli 2010), whereas the relationship in

Eq. (11) (Maerz et al. 1990) contains significant deviations

for the 3rd, 5th, 6th, and 10th profiles.

Fig. 6 Relationship between the JRC and SF values calculated using the standard profiles in this study (a), and comparison of JRC values

calculated using different relationships (b)

Fig. 7 Relationship between JRC and Rp - 1 calculated using the standard profiles used this study (a), and comparisons of values calculated by

various relationships (b)

H.-S. Jang et al.

123

Various types of equations, including logarithmic, lin-

ear, square root, and power law, were used in previous

studies that examined the relationships between statistical

parameters and JRC values. Of these equations, the power

law equation shown in Eq. (15) can represent all of the

relationships between statistical parameters and JRC

values.

JRC ¼ a P½ �bþc; ð15Þ

where P is a roughness parameter (Z2, SF, Rp - 1, etc.),

and a, b, and c are regression coefficients. The JRC values

calculated by the relationships presented by Tse and Cru-

den (1979) and Maerz et al. (1990) differ significantly from

the values calculated during this study (Figs. 6b, 7, 8b),

although these deviations may indicate digitization prob-

lems. Their research was undertaken more than 20 years

ago, when high-precision digitization may not have been

possible. However, the JRC values calculated using the

relationship of Yu and Vayssade (1991) are similar to those

calculated during this study, even though their research was

also performed more than 20 years ago. The JRC values

calculated by the relationship outlined in Tatone and

Grasselli (2010) are almost the same as those presented

here, indicating accurate digitization in both studies.

4 Determination of JRC Using 2D Roughness

Parameters

Grasselli and Egger (2003) investigated areas of contact

during shearing along joints and proposed a 3D disconti-

nuity roughness parameter. They assumed that not all areas

of a joint are in contact during shearing, but only areas with

positive apparent inclinations along the shearing direction.

This assumption allows for the calculation of potential

contact areas Ah� with respect to the threshold apparent

inclinations h�cr from 0� to 90�, along the direction of

shearing. The authors also suggested that a 3D roughness

parameter could be determined using the relationship

between potential contact areas and an apparent inclination

threshold.

Tatone and Grasselli (2010) introduced a 2D roughness

parameter (h�max= C þ 1ð Þ2D) using the same concept as the

3D roughness parameter, where a maximum apparent

inclination h�max and a dimensionless parameter C can be

calculated from the relationship between the normalized

length (Lh� ) and the inclination threshold. The normalized

length is the total length of a portion that has a steeper

inclination than the inclination threshold h�, divided by the

total profile length. Tatone and Grasselli (2010) examined

the average h�max= C þ 1ð Þ2D values of standard roughness

profiles measured from forward and reverse directions at a

sampling interval of 0.5 mm. This analysis led to the fol-

lowing power law relationship between these values and

the JRC values.

JRC ¼ 3:95 h�max= C þ 1ð Þ2D

� �0:7�7:98;

Tatone and Grasselli 2010ð Þ:ð16Þ

We calculated the average h�max= C þ 1ð Þ2D values from

the standard roughness profiles digitized at a 0.5-mm

sampling interval. We analyzed the relationship between

these values and the JRC values, yielding an accurate

power law equation [Eq. (17)] with an R2 value of 0.978

(Fig. 8a).

Fig. 8 Relationships between JRC and h�max= C þ 1ð Þ2D calculated using the standard profiles in this study (a), and comparing these results with

values calculated by Tatone and Grasselli (2010) (b)

Determination of Joint Roughness Coefficients

123

JRC ¼ 5:30 h�max= C þ 1ð Þ2D

� �0:605� 9:49: ð17Þ

The JRC values calculated using Eqs. (16), (17) are very

similar (Fig. 8b). However, the JRC value for the 4th

profile calculated using Eq. (17) falls outside the ±5 %

error range, as do the JRC values calculated for the 4th and

10th profiles using Eq. (16).

The JRC values calculated in this study using the 2D

roughness parameters are very similar to values calculated

in previous studies, indicating that the digitization of

standard profiles in both this and previous studies is

accurate and precise.

5 Determination of JRC Values Using Fractal Analysis

The term fractal is etymologically related to the Latin

‘fractum’, which means ‘broken’ (Mandelbrot 1983).

Fractal shapes have statistically similar morphologies that

appear at various magnification levels on fractured surfaces

in a self-similar system. Fractal analysis quantifies this

complexity as a fractal dimension (D), and enables the

mathematical expression of complex or irregular shapes in

natural objects. Divider, box-counting, variogram, and

power spectral analysis methods are commonly used in

fractal analysis (Cox and Wang 1993; Carpinteri and

Chiaia 1995; Kulatilake et al. 1995; Seidel and Haberfield

1995; Chun and Kim 2001). The divider method is the most

popular method in fractal analysis. It measures a profile

length (L) in a number of sections, determined using a

divider value (r). The relationship between L, r, and the

fractal dimension D shown in Eqs. (18), (19) is derived by

taking the logarithmic values of both sides of the equation.

L ¼ arð1�DÞ ð18Þlog L ¼ log aþ ð1� DÞ log r ð19Þ

The total length of the profile, L(r), is a function of the

divider value (r). It negatively correlates with divider

values, resulting in a straight line with a negative gradient

on a log–log diagram. This line has a gradient of 1-D as

expressed in Eq. (19), and an intercept at log a (Fig. 9).

A number of researchers have conduced fractal analyses

of roughness profiles using the divider method. They have

developed various equations [Eqs. (20)–(24)] that attempt

to explain the correlations between fractal dimensions or

normalized intercepts and JRC values (Turk et al. 1987;

Carr and Warriner 1989; Lee et al. 1990; Wakabayashi and

Fukushige 1995; Jang et al. 2006).

JRC ¼ �1133:6þ 1141:6D; Turk et al: 1987ð Þ; ð20Þ

JRC ¼ �1022:55 + 1023:92D; Carr and Warriner 1989ð Þ;ð21Þ

JRC ¼ �0:878þ 37:784D� 1

0:0015

� �

� 16:93D� 1

0:0015

� �2

; Lee et al: 1990ð Þ; ð22Þ

JRC ¼ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi

D� 1

4:413� 10�5

r; Wakabayashi and Fukushige 1995ð Þ;

ð23Þ

JRC ¼ �256:22

1þ eðan�0:9892Þ=0:00462þ 21:42; Jang et al: 2006ð Þ;

ð24Þ

where an is the normalized intercept calculated by dividing

the intercept by the length of the profile.

Kulatilake et al. (1997) suggested a new suitable range

concept and argued that fractal dimensions should be

estimated within this suitable range, although other

researchers have used the entire range of dividers. This

concept is illustrated in Fig. 10, where feature sizes are

indicated by the lengths of lines between two digitized

points. If a divider span is considerably shorter than the

size of these features (Divider span 1), this span will trace

the profile without defining any peaks or valleys. This

results in an L(r) that is almost identical for all divider

spans, and flattens the slope of the resulting log L(r)-log

r plot (Fig. 10). If the divider span is much larger than the

feature size (Divider span 2), the length should be close to

the horizontal length of the profile. This is primarily

because the divider span will bridge peaks or valleys within

the profile and flatten the slope of the log L(r)-log r plot.

This indicates that the correct slope of the log L(r)-log

r plot, and therefore the correct D value, can be obtained by

fitting a regression line to the non-flattening portion of this

Fig. 9 Diagram showing variations in log L(r) vs. log r values (as

determined using the divider method), where r is the divider span and

L(r) is the total length of the profile measured by r

H.-S. Jang et al.

123

plot. This non-flattening portion is termed the suitable

range.

We studied the relationships between the JRC and

D values, and between the JRC and an values, using two

different regression ranges (Fig. 11). We calculated the

fractal dimensions by regression using the whole range of

dividers that correlate well with JRC values (R2 = 0.990),

although the fractal dimensions measured using the suit-

able range of dividers had a lower correlation

(R2 = 0.852). The fractal dimensions calculated for the 4th

to 8th profiles (JRC 6–16) using this suitable range also

significantly deviate from the best fit curve (Fig. 11a). This

indicates that fractal dimensions should be calculated by

regression using the whole range of dividers, in contrast to

the arguments of Kulatilake et al. (1997). Here, we present

a new power law equation for the relationship between

fractal dimensions and JRC values [Eq. (25)]:

JRC ¼ 103:37ðD� 1Þ0:300 � 8:54

(over the whole range):ð25Þ

Normalized intercepts measured using both ranges cor-

relate well with JRC values, although the values deter-

mined using the suitable range correlate better than those

Fig. 10 Suitable range of r-values for the estimation of fractal dimensions using the divider method (Kulatilake et al. 1997)

Fig. 11 Relationships between a JRC and fractal dimension D values, and b JRC and normalized intercept an values over two different ranges

Determination of Joint Roughness Coefficients

123

calculated using the whole range (Fig. 11b). We also pro-

pose a new power law equation for the correlation between

normalized intercepts and JRC values,

JRC ¼ 138:71ðan � 1Þ0:393 � 5:15

(in the suitable range):ð26Þ

JRC values calculated using the equations outlined here

and from previous studies, and the values of the standard

profiles of Barton and Choubey (1977) are shown in Fig. 12.

If the values calculated using the two different methods lie

on the 1:1 diagonal line, then the results are identical. Points

lying above the line indicate that the standard profile JRC

values are larger than the calculated values, and vice versa. It

should be noted that the JRC values calculated by the

equations determined in previous studies are lower than the

values of the standard profiles. In Fig. 12, the dashed lines

represent a ±5 % deviation from the correct JRC values.

Almost all of the JRC values calculated in this study and

those calculated by Jang et al. (2006) are within this range of

uncertainty. However, the majority of JRC values calculated

in other studies fall outside this error range, possibly

reflecting errors introduced during digitization. This result is

the same as for the statistical parameters.

6 Influence of Sampling Interval on Variations in JRC

Values

The profile of a joint must be digitized when determining

JRC values using statistical parameters, 2D roughness

parameters, or fractal dimensions. The JRC values deter-

mined during analysis may vary with the sampling interval

(Miller et al. 1990; Yu and Vayssade 1991; Chun and Kim

2001). Here, we investigate the effect of the sampling

interval on JRC values using standard roughness profiles

digitized at four different sampling intervals (0.1, 0.5, 1.0,

and 2.0 mm). We calculated the statistical parameters, 2D

roughness parameters, and fractal dimensions for these

profiles.

Figure 13 shows the roughness parameters of the stan-

dard profiles with respect to the sampling interval. We

derived the relationships between the JRC values and

roughness parameters using a power law equation. The Z2,

Rp-1, 2D roughness parameter (h�max= C þ 1ð Þ2D), and D

values decrease as the sampling interval increases,

although the differences in the calculated values are small.

In addition, the Z2, Rp-1, and h�max= C þ 1ð Þ2D values for

the 4th profile (JRC = 6–8) have a different pattern com-

pared with the other profiles, when sampled at an interval

\1.0 mm. However, the D values for the 8th profile

increase as the sampling interval increases. The relation-

ships between JRC values and the Z2, Rp-1,

h�max= C þ 1ð Þ2D, and D values at each sampling interval are

shown as power law equations in Table 2. The correlation

coefficients for each of these equations increase with the

sampling interval, yielding R2 values of 0.99 for Z2, Rp-1

and h�max= C þ 1ð Þ2D at a sampling interval of 2.0 mm.

However, the R2 value of the fractal dimension is highest at

a sampling interval of 0.5 mm.

The SF values increase very rapidly with increasing

sampling interval, and they are nearly 0 at a sampling

interval of 0.1 mm. This indicates that small errors during

profile digitization result in large differences in SF values,

and therefore JRC estimates. The R2 values also increase

with the sampling interval, reaching 0.99 at a sampling

interval of 2.0 mm. The best fit curve equations for these

relationships are given in Table 2.

The R2 values for Z2 and SF are identical for all sam-

pling intervals. This is primarily because Z2 and SF have

similar characteristics. That is, the Z2 values are calculated

by squaring the height difference between two adjacent

points divided by the horizontal length between these

points [Eq. (1)], and the SF values are calculated by mul-

tiplying the squared height differences between two adja-

cent points by the horizontal length between these points

[Eq. (2)].

All of these results clearly indicate that the JRC values

are dependent on the sampling interval. The Z2, Rp-1,

h�max= C þ 1ð Þ2D, and D values vary similarly with the

changing sampling interval, whereas the SF values vary

more significantly. This indicates that the correct rela-

tionships must be used to estimate JRC values.

Fig. 12 Comparison of JRC values calculated from the equations

suggested by previous studies

H.-S. Jang et al.

123

Table 3 provides some examples of inaccurate JRC

estimations that can arise when the wrong relationships are

used. These examples use the standard roughness profiles

that were digitized at a sampling interval of 0.1 mm before

Z2 parameters were calculated. We estimated the JRC

values using relationships with sampling intervals of 0.1,

0.5, 1.0, and 2.0 mm (Table 3). The JRC values calculated

at a sampling interval of 2.0 mm are the largest, and the

differences between JRC values calculated at sampling

intervals of 2.0 and 0.1 mm range from 2.67 to 4.72.

7 Conclusions

In this study, we have presented precisely digitized stan-

dard roughness profiles. We used these profiles to calculate

Fig. 13 Relationships between

JRC values and roughness

parameters at four different

sampling intervals. The filled

diamond, checked circle,

checked triangle and square

symbols represent sampling

intervals of 0.1, 0.5, 1.0, and

2.0 mm, respectively

Determination of Joint Roughness Coefficients

123

roughness parameters such as statistical parameters, the 2D

discontinuity roughness parameter of Tatone and Grasselli

(2010), and fractal dimensions. We calculated the rela-

tionships between the JRC values and these roughness

parameters using power law equations.

The statistical parameter values (e.g., Z2, SF, and Rp)

measured from the standard roughness profiles digitized in

this study correlate well with JRC values. However, all the

relationships have deviations larger than ±5 % for the 4th

profile (JRC 6–8), indicating that its statistical properties

are slightly different from the others. The JRC values

calculated using the relationships outlined by Tse and

Cruden (1979) and Maerz et al. (1990) have the largest

errors. These relationships were outlined more than

20 years ago and these errors may be the result of inac-

curate digitization. In comparison, the JRC values calcu-

lated using the relationships outlined by Yu and Vayssade

(1991) and Tatone and Grasselli (2010) fall within the

±5 % error range. It should be noted that the JRC values

calculated using the relationship suggested by Yu and

Vayssade (1991) are accurate, even though this study used

standard roughness profiles that were digitized more than

20 years ago.

The relationship between the JRC values and 2D

roughness parameters (h�max= C þ 1ð Þ2D) outlined in this

study and by Tatone and Grasselli (2010) are almost

Table 2 Relationships between the JRC values and roughness parameters, determined at different sampling intervals

P Z2 SF Rp-1

Sampling interval (mm) Sampling interval (mm) Sampling interval (mm)

0.1 0.5 1.0 2.0 0.1 0.5 1.0 2.0 0.1 0.5 1.0 2.0

a 54.57 51.16 53.15 54.14 135.11 73.95 53.15 34.49 64.37 65.90 73.64 72.85

b 0.394 0.531 0.692 0.650 0.197 0.266 0.346 0.325 0.248 0.302 0.377 0.350

c -19.13 -11.44 -6.32 -6.40 -19.15 -11.38 -6.31 -6.40 -14.35 -9.65 -5.52 -5.69

R2 0.962 0.972 0.986 0.990 0.962 0.972 0.986 0.990 0.964 0.973 0.987 0.990

P h�max= C þ 1ð Þ2D D-1

Sampling interval (mm) Sampling interval (mm)

0.1 0.5 1.0 2.0 0.1 0.5 1.0 2.0

a 6.82 5.30 3.00 2.78 103.37 107.76 106.74 96.29 Empirical equation JRC ¼ a P½ �bþc

b 0.538 0.605 0.768 0.813 0.300 0.319 0.316 0.276

c -12.13 -9.49 -4.83 -3.98 -8.54 -6.99 -6.63 -8.13

R2 0.971 0.978 0.990 0.992 0.990 0.991 0.985 0.970

Table 3 JRC values calculated using the roughness parameter relationships outlined in Table 2, at sampling intervals of 0.1, 0.5, 1.0, and

2.0 mm

Profile no. Exact JRC JRC calculated by Z2

Eq. for SI = 0.1 mm Eq. for SI = 0.5 mm Eq. for SI = 1.0 mm Eq. for SI = 2.0 mm

1 0.4 0.14 1.13 2.22 3.31

2 2.8 3.24 3.93 4.78 6.02

3 5.8 5.06 5.65 6.42 7.73

4 6.7 9.33 9.83 10.62 12.08

5 9.5 9.79 10.30 11.11 12.58

6 10.8 9.68 10.18 10.99 12.46

7 12.8 12.87 13.47 14.50 16.03

8 14.5 13.58 14.22 15.32 16.85

9 16.7 15.45 16.22 17.54 19.09

10 18.7 19.55 20.73 22.73 24.27

The Z2 values are measured from the standard roughness profiles digitized at a 0.1 mm sampling interval, and the exact JRC values are as in

Table 1

SI sampling interval

H.-S. Jang et al.

123

identical. The JRC values calculated using both relation-

ships are almost identical to the JRC values given in the

standard roughness profiles, indicating that the digitization

in this study is both accurate and precise. The JRC values

for the 4th profile significantly deviate from the values

given in the standard roughness profiles, an identical result

to that calculated using statistical parameters.

The JRC values correlate well with the D values measured

by the divider method. The fractal dimensions measured

using the whole range of dividers correlate better with JRC

values than those measured using only the suitable range of

dividers. This result is in contrast to the findings of Kulatilake

et al. (1997). In addition to the D values, the an values also

correlate well with JRC values, yielding high correlation

coefficients regardless of the range of values used during

regression. The relationships suggested by other researchers

yield much lower JRC values than those reported for the

standard roughness profiles.

The Z2, Rp, 2D roughness parameter, and D values

decrease as the sampling interval increases, but the SF

values increase very rapidly as the sampling interval

increases. This indicates that the roughness parameters are

not independent of the sampling interval, and the differing

relationships between JRC values and roughness parame-

ters may be a consequence of the sampling interval used.

This suggests that the JRC value estimates may be not

accurate if the wrong relationship is used. The differences

between estimates at differing sampling intervals are

minimized when using fractal dimensions, and are maxi-

mized when using SF values.

Acknowledgments This research was supported by the Basic Sci-

ence Research Program of the National Research Foundation of Korea

(NRF), funded by the Ministry of Education, Science and Technology

(2011-0007281).

References

Barton N (1973) Review of a new shear strength criterion for rock

joints. Eng Geol 7:287–332

Barton N (1982) Shear strength investigations for surface mining. In:

Brawner CO (ed) 3rd international conference on stability in

surface mining. AIME, Vancouver, pp 171–192

Barton N, Choubey V (1977) The shear strength of rock joints in

theory and practice. Rock Mechanics 10:1–54

Carpinteri A, Chiaia B (1995) Multifractal nature of concrete fracture

surfaces and size effects on nominal fracture energy. Mater Struc

28:435–443

Carr JR, Warriner JB (1989) Relationship between the fractal

dimension and joint roughness coefficient. Bull Assoc Eng Geol

26:253–264

Chun BS, Kim DY (2001) A numerical study on the quantification of

rock joint roughness. J KGS 17:88–97

Cox BL, Wang JSY (1993) Fractal surfaces: measurement and

applications in the earth sciences. Fractals 1:87–115

Grasselli G, Egger P (2003) Constitutive law for the shear strength of

rock joints based on three-dimensional surface parameters. Int J

Rock Mech Min Sci 40:20–40

Hsiung SM, Ghosh A, Ahola MP, Chowdhury AH (1993) Assessment

of conventional methodologies for joint roughness coefficient

determination. Int J Rock Mech Min Sci 30:825–829

ISRM (1978) Suggested methods for the quantitative description of

discontinuities in rock masses. Int J Rock Mech Min Sci

15:319–368

Jang BA, Jang HS, Park HJ (2006) A new method for determination

of joint roughness coefficient. In: Culshaw M, Reeves H, Spink

T, Jefferson I (eds) Proceedings of the IAEG 2006: engineering

geology for tomorrow’s cities. Geological Society of London,

Nottingham paper 95

Kim DY, Lee HS (2009) Quantification of rock joint roughness and

development of analyzing system. In: Kulatilake PHSW (eds)

Proceedings of the international conference on rock joints and

jointed rock masses, Tucson, paper 1019

Krahn J, Morgenstern NR (1979) The ultimate frictional resistance of

rock discontinuities. Int J Rock Mech Min Sci 16:127–133

Kulatilake PHSW, Shou G, Huang TH, Morgan RM (1995) New peak

shear strength criteria for anisotropic rock joints. Int J Rock

Mech Min Sci 32:673–697

Kulatilake PHSW, Um J, Pan G (1997) Requirements for accurate

estimation of fractal parameters for self-affine roughness profiles

using the line scaling method. Rock Mech Rock Eng 30:181–206

Lee YH, Carr JR, Barr DJ, Hass CJ (1990) The fractal dimension as a

measure of roughness of rock discontinuity profile. Int J Rock

Mech Min Sci 27:453–464

Maerz NH, Franklin JA, Bennett CP (1990) Joint roughness

measurement using shadow profilometry. Int J Rock Mech Min

Sci 27:329–343

Mandelbrot BB (1983) The fractal geometry of nature, revised and

enlarged. W. H. Freeman and Co., New York

Miller SM, McWilliams PC, Kerkering JC (1990) Ambiguities in

estimating fractal dimensions of rock fracture surfaces. In:

Hustruid WA, Johnson GA (eds) Proceedings of rock mechanics,

contribution and challenges. Balkema, Rotterdam, pp 471–478

Reeves MJ (1985) Rock surface roughness and frictional strength. Int

J Rock Mech Min Sci 22:429–442

Seidel JP, Haberfield CM (1995) Towards an understanding of joint

roughness. Rock Mech Rock Eng 28:69–92

Tatone BSA, Grasselli G (2010) A new 2D discontinuity roughness

parameter and its correlation with JRC. Int J Rock Mech Min Sci

47:1391–1400

Tse R, Cruden DM (1979) Estimating joint roughness coefficients. Int

J Rock Mech Min Sci 16:303–307

Turk N, Gerd MJ, Dearman WR, Amin FF (1987) Characterization of

rock joint surfaces by fractal dimension. In: Farmer I et al (eds)

Proceedings of the 28th US Symposium on rock mechanics.

Tucson, Rotterdam, pp 1223–1236

Wakabayashi N, Fukushige I (1995) Experimental study on the

relation between fractal dimension and shear strength. In: Myer

LR, Cook NGW, Goodman RE, Tsang CF (eds) Fractured and

jointed rock masses. Balkema, Rotterdam, pp 125–131

Wu TH, Ali EM (1978) Statistical representation of the joint

roughness. Int J Rock Mech Min Sci 15:259–262

Yang ZY, Lo SC, Di CC (2001) Reassessing the joint roughness

coefficient (JRC) estimation using Z2. Rock Mech Rock Eng

34:243–251

Yu XB, Vayssade B (1991) Joint profiles and their roughness

parameters. Int J Rock Mech Min Sci 28:333–336

Determination of Joint Roughness Coefficients

123