Estimation of Tire-Pavement Noise for Asphalt Pavement by Mean Profile Depth

* v෪ᬱᵝݡ⦺Ʊ
☁༊Ŗ⦺ŝ
ᕾᔍ
([email protected]) ** v෪ᬱᵝݡ⦺Ʊ
☁༊Ŗ⦺ŝ
ၶᔍŝᱶ
([email protected])

Received December 3 2012, Revised January 27 2013, Accepted May 3 2013

Copyright ⵑ 2013 by the Korean Society of Civil Engineers

This is an Open Access article distributed under the terms of the Creative Commons Attribution Non-Commercial License (http://creativecommons.org/licenses/by-nc/3.0)

ǣŠ––’ǣȀȀ†šǤ†‘‹Ǥ‘”‰ȀͳͲǤͳʹ͸ͷʹȀ•…‡ǤʹͲͳ͵Ǥ͵͵ǤͶǤͳ͸͵ͳ

™™™Ǥ•…‡Œ‘—”ƒŽǤ‘”Ǥ”

Phdq#Suriloh#GhswkἺ#ⴲⱧ㬚#⬂⡢㣒㡶#㦪ⵣⴖ#㙾ⴲ⭲0᜶′❊ⴊ#♮ⷓ#

⮮ጪ

෮೿ுȵกন୍ȵ׌෴ࢼȵଲ਎૴

Hyun, Tak Jib*, Hong, Seong Jae**, Kim, Hyung Bae***, Lee, Seung Woo****

Estimation of Tire-Pavement Noise for Asphalt Pavement by Mean Profile Depth

ABSTRACT

Distress data, IRI, etc. are important factors in the evaluation of pavement condition. Recently, the need to consider tire-pavement noise in PMS (pavement management system) is raised. Generally, tire-pavement noise highly depends on the characteristics of pavement texture. Therefore, estimation of texture characteristics may give useful information to predict tire-pavement noise.

Measurement of MPD (Mean Profile Depth) by using PLP (Portable Laser Profiler) provide very fast. The texture characteristics by means of MPD can be in a short time. hence, It can be a good alternative to give noise information, if MPD and tire-pavement noise have robust relationship. In this study, MPD and tire-pavement noise were simultaneously collected on the number of asphalt section to evaluate the tire-pavement noise due to the pavement texture characteristics. A set of statistical analysis was performed to propose relationship between tire-pavement noise and MPD for asphalt concrete pavement.

Key words : MPD (Mean Profile Depth), PLP (Portable Laser Profiler), Tire-pavement noise

Ⅹ
ಾ

⡍ᰆ❭ᗱŝ
IRI ॒᮹
᫵ᗭॅᮡ
⡍ᰆᔢ┽ෝ
⠪a⦹۵
ᵲ᫵⦽
᫵ᗭᯕ݅. ↽ɝ
ॅᨕ
ᵝ⧪⏭ᱢᖒᨱ
ᩢ⨆ᮥ
ᵝ۵
┡ᯕᨕ-י໕ᗭᮭᮥ
⡍ᰆšญ
᜽ᜅ

▽ᨱ
⡍⧉᜽┅۵
⦥᫵ᖒᯕ
ݡࢱࡹŁ
ᯩ݅. PLP(Portable Laser Profiler)ෝ
ᯕᬊ⦹ᩍ
ᵝ⧪
ᵲ
י໕᳑Ḣ✚ᖒᯙ
⠪Ɂ⥥ಽ❭ᯝʫᯕ(MPD)ෝ
⊂

ᱶ⧁
ᙹ
ᯩ۵
ʑჶᯕ
}ၽࡹᨩ݅. ᯝၹᱢᮝಽ
┡ᯕᨕ-י໕ᗭᮭᮡ
י໕᳑Ḣ✚ᖒᨱ
঑௝
݅෕í
ၽᔾ⦹໑, ┡ᯕᨕ-י໕ᗭᮭᮥ
ᩩ⊂⦹۵
ᮁᬊ⦽
ᱶ ᅕಽ
ᔍᬊ⧁
ᙹ
ᯩ݅. ᅙ
ᩑǍᨱᕽ۵
ᦥᜅ❵✙
Ǎe᮹
י໕᳑Ḣ✚ᖒᨱ
঑ෙ
┡ᯕᨕ-י໕ᗭᮭᮥ
⠪a⦹ʑ
᭥⧕
݅ᙹ᮹
ᦥᜅ❵✙
Ǎeᨱᕽ
MPD

᪡
┡ᯕᨕ-י໕ᗭᮭᮥ
࠺᜽ᨱ
⊂ᱶ⦹ᩍ
ߑᯕ░ෝ
⫮ा⦹ᩡᮝ໑, ☖ĥ⦺ᱢ
ᇥᕾᮥ
☖⧕
┡ᯕᨕ-י໕ᗭᮭ
⇵ᱶ᜾ᮥ
ᱽᦩ⦹ᩡ݅.

áᔪᨕ
 MPD(⠪Ɂ⥥ಽ❭ᯝʫᯕ), PLP(⡍░ት
౩ᯕᱡ
⥥ಽ❭ᯝ్), ┡ᯕᨕ-י໕ᗭᮭ

1. ᕽ
ು

ᦥᜅ❵✙
⡍ᰆᮡ
Ŗᬊ֥ᙹa
᷾a⧉ᨱ
঑௝
י⬥⪵a
ḥ⧪ࡹŁ
⡍✙⪡, ్❦, Ɂᩕ
॒
Ǎ᳑ᱢᯙ
❭ᗱᐱอ
ᦥܩ௝
י໕
ษ༉ಽ
ᯙ⦽

Fig. 1. Pavement Surface Characteristic Classifications and Their Impact on Pavement Performance Measures (ACPA, 2006a)

(a) MTD

(b) MPD (Flintsch et al., 2003) Fig. 2. Definition of MTD and MPD

ࠥಽ᮹
ၙҥౝᱡ⧎
qᗭ
॒
ࠥಽ᮹
ʑ܆ᖒ
ᗱᝅᮥ
Ⅹ௹⦹Ł
ᯩ݅.

⡍ᰆ᮹
Ŗᬊᖒ܆ᯕ
ᱡ⦹ࡹ۵
ᬱᯙ
ၰ
Ğ⨆ᮡ
ᵲᰆʑᱢᯙ
༉ܩ░ย

ᮥ
☖⦹ᩍ
❭ᦦ
ࢁ
ᙹ
ᯩᮝ໑, ᯕෝ
☖⧕
⡍ᰆ
Ŗᬊᖒ
ᩩ⊂
༉⩶

ၰ
ᙹ໦
ᵝʑእᬊ
ᇥᕾᨱ
⦥᫵⦽
᯦ಆ
ᄡᙹ᮹
ᖁᱶᯕ
a܆⦹݅.

ᯝၹᱢᮝಽ
⡍ᰆ
Ŗᬊᖒ
ᩩ⊂
༉⩶ᨱ
⦥᫵⦽
᯦ಆ
᫵ᗭಽ۵
⡍ᰆי ໕᮹
❭ᗱ, ⠪┥ᖒ, ၙҥౝ
ᱡ⧎
॒
݅᧲⦽
᫵ᗭॅᯕ
ᔍᬊࡽ݅. ᵝ⧪

⏭ᱢᖒᨱ
ᵲ᫵⦽
ᩢ⨆ᮥ
ᵝ۵
┡ᯕᨕ-י໕ᗭᮭᨱ
ݡ⦽
Ḣᱲᱢᯙ

⠪a۵
⩥ᰍʭḡ
⡍ᰆšญ
᜽ᜅ▽ᨱ
ℕĥᱢᮝಽ
ၹᩢࡹŁ
ᯩḡ

ᦫ݅.

ᯝၹᱢᮝಽ
┡ᯕᨕ-י໕ᗭᮭᮡ
י໕᳑Ḣ
✚ᖒ᮹
ᩢ⨆ᮥ
ၼ۵

äᮝಽ
᦭ಅᲙ
ᯩ݅. ᯕ్⦽
י໕᳑Ḣ
✚ᖒᮥ
݉᜽eᨱ
⪶ᅕ⦹ᩍ

ᇥᕾ⦽݅໕
ࠥಽ⡍ᰆ᮹
Ŗᬊᖒ
⠪a
༉ܩ░ยᮥ
᭥⦽
ᳬᮡ
ᱶᅕa

ࡽ݅. ᅙ
ᩑǍᨱᕽ۵
ᦥᜅ❵✙
⡍ᰆ
Ǎeᨱᕽ
ၽᔾ⦹۵
┡ᯕᨕ-י ໕ᗭᮭᮥ
ᝅ᜽eᮝಽ
⠪a⦹ʑ
᭥⦽
ႊᦩᮝಽ
ᵝ⧪
ᵲ
י໕᳑Ḣ

✚ᖒ
ᱶᅕa
⫮ा
a܆⦽
PLPෝ
☖⦹ᩍ
⊂ᱶࡽ
MPD(Mean Profile Depth) ߑᯕ░ෝ
ᯕᬊ⦹ᩍ
┡ᯕᨕ-י໕ᗭᮭᮥ
⇵ᱶ⦹۵

äᮥ
༊⢽ಽ
⦽݅. ┡ᯕᨕ-י໕ᗭᮭ
⇵ᱶ᜾
ᔑᱶᮥ
᭥⧕
ᵲᇡԕය

᜽⨹ࠥಽ, ࠺⧕Łᗮࠥಽ(ᇢv෪
ICⴇԉv෪IC), ǎࠥ35⪙ᖁ(ᖒᔑ ⴇ᪶ᔑ)ᨱᕽ
MPD ၰ
┡ᯕᨕ-י໕ᗭᮭᮥ
࠺᜽ᨱ
⊂ᱶ⦹ᩍ
619}

᮹
ߑᯕ░ෝ
⫮ा⦹ᩡᮝ໑, ☖ĥ⦺ᱢ
ᇥᕾᮥ
☖⧕
ᔢšᖒ
׳ᮡ

đŝa
ࠥ⇽ࡹᨩ݅.

2. ࠥಽי໕᳑Ḣ
ၰ
┡ᯕᨕ-י໕ᗭᮭ✚ᖒ

2.1 ڋ࡟୺஻
בଲ
൉ন

ᯝၹᱢᮝಽ
י໕᳑Ḣ᮹
✚ᖒᮡ
Microtexture, Macrotexture, Megatexture, Roughness ᮹
ჵ᭥ᨱ
঑௝
ᱶ᮹ࡹ໑, ࠥಽי໕ᨱᕽ

י໕᳑Ḣ᮹
✚ᖒᨱ
঑௝
Figure 1ŝ
zᯕ
ษₑಆ, ┡ᯕᨕ-י໕ᗭᮭ, Splash ᪡
Spray, ┡ᯕᨕ
ษ༉, Ǎ෥ᱡ⧎, ᜚₉q
॒
ࠥಽ᮹
ʑ܆ᖒ

ᨱ
ᩢ⨆ᮥ
ᵡ݅(Shakir Shatnawi, 2007). ❭ᰆ
0.001ⴇ0.5mm᮹

ᙹḢ
ʫᯕ
0.2mm ᯕ⦹᮹
Microtexture᪡
❭ᰆ
0.5ⴇ51mm᪡

ᙹḢ
ʫᯕ
0.1ⴇ20mm᮹
Macrotextureᩢᩎ
ᔍᯕᨱ
᳕ᰍ⦹۵
ᦥ⥥

❵✙
⡍ᰆ᮹
י໕᳑Ḣᮡ
┡ᯕᨕ᪡
Ḣᱲᱢᯙ
ᔢ⪙᯲ᬊᮝಽ
ᯙ⦹ᩍ

ၽᔾ⦹۵
┡ᯕᨕ-י໕ᗭᮭŝ
ʫᮡ
šಉᯕ
ᯩ۵
äᮝಽ
᦭ಅᲙ
ᯩ݅.

ษₑಆ
qᗭಽ
ᯙ⦽
Ʊ☖ᔍŁෝ
↽ᗭ⪵
⧁
ᙹ
ᯩࠥಾ
⡍ᰆ
⢽໕ᮡ

∊ᇥ⦽
ษₑಆŝ
႑ᙹ
ᖒ܆ᮥ
aᲙ᧝
⦹໑, ᯕ్⦽
⡍ᰆ᮹
⢽໕

ษₑಆᮡ
⢽໕᳑Õ(eɚ, ษ༉, ʼnᰍ⩶┽, ʼnᰍᇥ⡍) ၰ
⪹Ğᱢᯙ

᫵ᯙᨱ
᮹⧕
đᱶࡹ໑(Panagouli and Kokkalis, 1998), ∊ᇥ⦽

ၙҥౝ
ᱡ⧎ᖒŝ
י໕᳑Ḣᮥ
aḡࠥಾ
⢽⊖ᮥ
ᖅĥ⦹Ł
šญ⦹۵

äᯕ
᜖ᮅᔢ┽᮹
ࠥಽ
ᵝ⧪
᜽
Ʊ☖ᔍŁෝ
ᵥᯕ۵
ႊჶᯕ
ࢁ
ᙹ

ᯩ݅(Hass et al., 1994).

2.1.1 MTD૕
MPDଭ
୨ଭ
ࢫ
౸୨էրଭ
ण֗

ᯝၹᱢᮝಽ
י໕᳑Ḣ᮹
⠪Ɂʫᯕ
ᔑ⇽
ႊჶᮝಽ
SPT(Sand Patch Test, ASTM E-965)ෝ
ᯕᬊ⦽
MTD(Mean Texture Depth)

᪡
PLPෝ
MPDa
ᯩ݅. MTD᮹
Ğᬑ
Figure 2(a)᪡
zᯕ
י໕᳑Ḣ

᮹
⠪ɁᱢᯙᙹḢ
׳ᯕ᮹
₉᮹
⠪Ɂᮝಽ
ᱶ᮹⦹໑, ᯝၹᱢᮝಽ
SPT

(a) Sand Patch Tester (b) Sand Patch Test Method Fig. 3. Collection of MTD Using the Sand Patch Tester (Hoerner and Smith, 2002)

(a) Principle of MPD Test (b) MPD Measurement Using Portable Laser Profiler Fig. 4. Measurement Principle of MPD Test Using Portable Laser Profiler (Budras, 2001)

ෝ
ᯕᬊ⦹ᩍ
י໕᳑Ḣᱶᅕෝ
⫮ा⦽݅. ၹ໕ᨱ
PLPෝ
ᯕᬊ⦽
MPD ᔑᱶ᮹
Ğᬑ
Figure 2(b)᪡
zᯕ
1mmeĊᮝಽ
⊂ᱶࡽ
י໕᳑Ḣ᮹

⠪Ɂʫᯕ
ߑᯕ░ෝ
⊂ᱶÑญ
100mmᵲ
ℌ
ჩṙಽ
׳ᮡ
s(peak level 1st)ŝ
ࢱ
ჩṙ
׳ᮡ
s(peak level 2nd)ᮥ
⠪Ɂ⦹ᩍ
100mm ᨱᕽ᮹
⥥ಽ❭ᯝ
⠪Ɂŝ
ࢱ
}᮹
׳ᮡ
sᮥ
⠪Ɂ⦽
s᮹
₉ᯕಽ

ᱶ᮹⦽݅.

MTD ෝ
ᱶపᱢᮝಽ
ᔑᱶ⦹ʑ
᭥⦽
ႊჶᮝಽ۵
Figure 3ŝ

zᯕ
SPTෝ
ᯕᬊ⦹໑, ʑᅙ
ᬱญ۵
ʼnᰍ᪡
ʼnᰍᔍᯕ᮹
eɚ᮹

ℕᱢᮥ
ᔑ⇽⦹۵
äᮝಽ
ℕa෥
ႊჶᨱ
᮹⦹ᩍ
No.50 ℕෝ
90%

☖ŝ⦹Ł
No.100 ℕᨱ
100% ᯵ඹ⦹۵
Łᬕ
༉௹
25cm

ᯕᔢᮥ

ᔍᬊ⦹ᩍ
⡍ᰆ
⢽໕ᨱ
Ɂḩ⦹í
eɚᮥ
₥ᬕ
⬥
⠝ℱḥ
໕ᱢᮝಽ

ӹ٥ᨕ
ᔑᱶ⦹۵
ႊჶᯕ݅. ə్ӹ
SPTᨱ
᮹⦽
MTD ᔑᱶ᮹
Ğᬑ

ᵝ⧪ᵲᯙ
ࠥಽᨱᕽ
ᝅ⨹ᮥ
ᙹ⧪⧁
ᙹ
ᨧŁ, ߑᯕ░
⪶ᅕෝ
᭥⧕

Ʊ☖☖ᱽa
⦥᫵⦹໑, ߑᯕ░
⪶ᅕෝ
᭥⧕
᜽eᯕ
ฯᯕ
ᗭ༉ࡽ݅۵

݉ᱱᯕ
ᯩ݅. SPTᨱ
᮹⦽
י໕᮹
⠪Ɂ
⢽໕
᳑Ḣ
ʫᯕ۵
᜾
(1)ŝ

zᯕ
ᔑ⇽⦽݅.

¦­á ć ņ

ѯ (1)

D = ༉௹ᝅฑ޵
ḢĞ, V = ༉௹᮹
ᇡ⦝
݉᭥ : mm

MPDෝ
⊂ᱶ⦹ʑ
᭥⧕
PLPෝ
ᯕᬊ⦹ᩍ
⊂ᱶ⦹۵
ႊჶᯕ
ᯩ݅.

MPD ෝ
ᔑ⇽⦹۵
ᰆእ᮹
✚Ḷᮡ
ᝅ⨹₉పᨱ
┲ᰍࡽ
PLPᨱᕽ

ႊ⇽⦹۵
Lasera
ࠥಽי໕ᨱᕽ
ၹᔍࡹᨕ
࠭ᦥ᪅۵
᜽eᮥ
⊂ᱶ⦹

ᩍ
᳑Ḣʫᯕಽ
ᔑ⇽⦽݅. MPD۵
1mm eĊᮝಽ
⊂ᱶࡽ
macro- texture ߑᯕ░ෝ
Figure 4᪡
zᯕ
⥥ಽ❭ᯝ
ʫᯕ(Profile Depth)ෝ

⊂ᱶ⦹ᩍ
100mm ᵲᨱ
ℌ
ჩṙಽ
׳ᮡ
s(peak level 1st)ŝ
ࢱ

ჩṙ
׳ᮡ
s(peak leve 2nd)᮹
sᮥ
⠪Ɂ⦹ᩍ
100mmᨱᕽ᮹

⥥ಽ❭ᯝ
⠪Ɂŝ
ࢱ
}᮹
׳ᮡ
sᮥ
⠪Ɂ⦽
s᮹
₉ಽ
ᔑᱶ⦹໑,

Fig. 5. Correlation of MPD and MTD (Lee, 2012)

Fig. 6. Tire-Pavement Noise by Air Pumping (Rasmussen and Bernhard, 2007)

ᝅ⨹₉పᯕ
ᵝ⧪
ᵲᨱ
⠪Ɂי໕᳑Ḣʫᯕෝ
⊂ᱶ⦹ᩍ
Ʊ☖☖ᱽa

᫵Ǎࡹḡ
ᦫᦥ
᜽eᱢᱽ᧞ᯕ
ᨧʑ
ভྙᨱ
MPDa
MTDᨱ
እ⧕

⬉ᮉᱢᯕ௝Ł
❱݉ࡽ݅. PLPෝ
ᯕᬊ⦽
MPD ᔑᱶ᜾ᮡ
݅ᮭŝ

z݅.

¦©á Þ©ƃſƉ¥ƃƔƃƊ ÎƑƒß â Þ©ƃſƉ¥ƃƔƃƊ ÏƌƂß Ï

à šƔƃƐſƅƃ ¥ƃƔƃƊ (2)

MPD ᪡
MTD۵
⠪Ɂי໕᳑Ḣ
ʫᯕෝ
ᔑᱶ⦹۵
༊⢽۵
zᮝӹ

ᱶ᮹᪡
ᔑᱶႊჶᯕ
݅෕ʑ
ভྙᨱ
⠪Ɂי໕᳑Ḣʫᯕ
⊂ᱶ⊹a
݅

෕í
ӹ┡ӽ݅. }ֱᱢᮝಽ۵
MTDa
MPDᨱ
እ⧕
⠪Ɂי໕᳑Ḣ ʫᯕ
✚ᖒᮥ
❭ᦦ⦹۵ߑ
⧊ญᱢᯕӹ
Ʊ☖☖ᱽa
⦥᫵⦹໑, ߑᯕ░

⪶ᅕෝ
᭥⦽
᜽eᯕ
ฯᯕ
ᗭ᫵ࡹ۵
݉ᱱ
ভྙᨱ
MPD ⊂ᱶ⊹ෝ

ᯕᬊ⦹ᩍ
MTDෝ
⇵ᱶ⦹۵
äᯕ
⦥᫵⦹݅. ᯕ᜚ᬑ(2012)᮹
ᩑǍ ᨱᕽ۵
PLPෝ
ᯕᬊ⦽
MPD ߑᯕ░a
⧊ญᱢᮝಽ
⊂ᱶࡹᨩ۵ḡෝ

⪶ᯙ⦹ʑ
᭥⦹ᩍ
ᵲᇡԕය
᜽⨹ࠥಽ
ၰ
݅ᙹ᮹
ᦥᜅ❵✙
Ǎeᨱᕽ

⫮ा⦽
MPD ߑᯕ░᪡
SPTෝ
☖⦽
MTD ߑᯕ░᮹
ᔢššĥ

ᇥᕾᮥ
ᙹ⧪⦹ᩡ݅. ᔢššĥ
ᇥᕾ
đŝ۵
Figure 5᪡
zᮝ໑, MPD ᪡
MTD᮹
ᔢššĥ۵
᜾
(3)ŝ
zᯕ
ࠥ⇽ࡹᨩ݅.

MPD (AP) = 0.92 × MTD + 0.21, R

= 0.51, P-value = 0 (3)

ᵲᇡԕය
᜽⨹ࠥಽ
ၰ
݅ᙹ᮹
ᦥᜅ❵✙
Ǎeᨱᕽ
⊂ᱶࡽ
MPD ߑᯕ░᪡
MTD ߑᯕ░ෝ
⪽ᬊ⦹ᩍ
ᔢššĥ
ᇥᕾᮥ
ᙹ⧪⦹ᩡŁ, đᱶĥᙹa
0.51, ᮁ᮹⪶ශᯕ
0ᮝಽ
ᔑᱶࡽ
äᮝಽ
ᅕᦥ
☖ĥ⦺ᱢ ᮝಽ
ᇥ໦⦽
ᔢššĥa
ᯩ۵
äᮝಽ
❱݉ࡽ݅. ঑௝ᕽ
PLPෝ

ᯕᬊ⦽
MPD ⊂ᱶ
ߑᯕ░a
⠪Ɂי໕᳑Ḣʫᯕෝ
⊂ᱶ⦹۵
⧊ญᱢ ᯙ
ႊჶᯕ௝Ł
❱݉ࡽ݅.

2.2 ೴ଲઘ-ڋ࡟ীଣ
൉ন
ࢫ
౸୨ࢺੲ 2.2.1 ೴ଲઘ-ڋ࡟ীଣ
൉ন

┡ᯕᨕ-י໕ᗭᮭ᮹
ᬱᯙᮝಽ۵
┡ᯕᨕ
ḥ࠺ᨱ
᮹⦽
ᗭᮭ, air pumpingᨱ
᮹⦽
ᗭᮭ, ⦝⊹ᗭᮭᮝಽ
Ǎᇥࡽ݅. ᗭᮭᬱ
ᵲᨱᕽ
air pumping ᨱ
᮹⧕
ၽᔾ⦹۵
ᗭᮭᮡ
Figure 6ŝ
zᯕ
₉పᯕ
Łᗮᮝ ಽ
ᵝ⧪⧁
ভ, ┡ᯕᨕ
✙౩ऽ᮹
ə൉ቭӹ
ࠥಽ
⢽໕᮹
⪩
ᗮᮝಽ

Ŗʑa
ᦶ⇶ᯕ
ࡹ໕ᕽ
h⯩í
ࡹŁ
⪩ᯕ
ᩕต
ভ
ɪĊ⯩
Ŗʑᦶᯕ

᫙ᇡಽ
ႊ⇽
ࡹ໕ᕽ
ᗭᮭᯕ
ᮁၽ⦹í
ࡹ۵ߑ
ᯕ᪡
zᮡ
ŝᱶᯕ

ḡᗮࢁ
Ğᬑ
┡ᯕᨕ-י໕ᗭᮭᯕ
ၽᔾࡽ݅. air pumpingᨱ
᮹⦽

┡ᯕᨕ-י໕ᗭᮭ᮹
ၽᔾ
ᵝ❭ᙹ
ჵ᭥۵
᧞
800Hzⴇ2500Hzಽ

׳ᮡ
ᵝ❭ᙹ
ჵ᭥ᨱᕽ
մí
ᇥ⡍ࡹ໑, ᵝ⧪
ᵲ
ၽᔾ⦹۵
┡ᯕᨕ-י ໕ᗭᮭ
ᵲ
ᵝࡽ
ᯙᯱಽ
❱݉ࡽ݅(Han, 2007). ੱ⦽
air pumpingᨱ

᮹⦽
┡ᯕᨕ-י໕ᗭᮭᮡ
י໕᳑Ḣ
ʫᯕ᪡
ʫᮡ
šಉᯕ
ᯩ݅.

Hanson and NeSmith (2004)᮹
ᩑǍᨱ
᮹⦹໕
Figure 7ŝ

zᯕ
ʼnᰍ᪡
ʼnᰍ
ᔍᯕ᮹
Ŗɚᮉŝ, ⡍ᰆᰍಚ
॒ᯕ
ᦥᜅ❵✙
⡍ᰆᨱ ᕽ
┡ᯕᨕ-י໕ᗭᮭᨱ
ᵲ᫵⦽
ᩢ⨆ᮥ
ᵡ݅. Ŗɚශᯕ
᷾a⧁ᙹಾ

┡ᯕᨕ
✙౩ऽӹ
ࠥಽ
⢽໕᮹
⪩
ᗮᮝಽ
h⯩í
ࡹ۵
Ŗʑ᮹
᧲ᯕ

qᗭ⦹ᩍ
┡ᯕᨕ-י໕ᗭᮭᮡ
qᗭ⦹໑, ᰍಚᯕ
᷾a⧁ᙹಾ
ʼnᰍ

฿ྜྷฝ
qᗭᨱ
঑ෙ
ʼnᰍ
┩ญ
⩥ᔢᮝಽ
ᯙ⦽
י໕᳑Ḣʫᯕ
᷾aಽ

┡ᯕᨕ-י໕ᗭᮭᯕ
᷾a⦽݅Ł
ၾ⩵݅.

2.2.2 ೴ଲઘ-ڋ࡟ীଣ
౸୨
ࢺੲ

ᵝ⧪₉ప᮹
┡ᯕᨕᨱ
ɝᱲ⧕ᕽ
ᗭᮭᮥ
⊂ᱶ⦹۵
ႊჶᮝಽ
ISO/

CD 11819-1(1997) Ƚᱶᨱᕽ۵
✙౩ᯝ్ᰆእෝ
ᔍᬊ⦽
⊂ᱶჶᮥ

ᱽ᜽⦹Ł
ᯩ݅. ✙౩ᯝ్
ԕᨱ
ษᯕⓍಽ⡑ᮥ
ᖅ⊹⦹ᩍ
₉పᨱᕽ

ၽᔾ⦹۵
ᨵḥ, ႑ʑ
॒᮹
ᗭᮭᮥ
↽ᗭ⪵⦹ᩍ
┡ᯕᨕ-י໕ᗭᮭᮥ

⊂ᱶ⦹۵
ႊჶᯕ݅. ᵝ⧪
₉పᨱᕽ
ၽᔾ⦹۵
ᗭᮭᮡ
ᱡᗮᯝ
Ğᬑ,

ᨵḥ
॒᮹
ʑĥᱢᯙ
ᗭᮭᯕ
ᱥℕ
ᗭᮭᨱᕽ
ⓑ
እᵲᮥ
₉ḡ⦹໑,

Łᗮᮝಽ
ᵝ⧪⧁ᙹಾ
┡ᯕᨕ-י໕ᨱᕽ
ၽᔾ⦹۵
ᗭᮭ᮹
እᵲᯕ

(a) Effect of Air Void on Tire-Pavement Noise (b) Effect of Age of Tire-Pavement Noise Fig. 7. Characteristics of Tire-Pavement Noise (Hanson and NeSmith, 2004)

(a) Principle of CPX Method (Hanson et al., 2004) (b) CPX-Trailer (Leeuwen et al., 2007) Fig. 8. Measurement of Tire-Pavement Noise using CPX

Fig. 9. Equipment of Tire-Pavement Noise

᷾a⦹í
ࡽ݅. ঑௝ᕽ
ɝᱲ
ᗭᮭ
⊂ᱶჶ(CPX ; Close Proximity)

ᮡ
⡍ᰆ
໕ᨱ
঑ෙ
ᗭᮭ
ၽᔾ
ᱶࠥෝ
⠪a⧁
Ğᬑ, ԏᮡ
ᗮࠥ᪡

׳ᮡ
ᗮࠥෝ
༉ࢱ
እƱ⧁
ᙹ
ᯩ۵
ႊჶᯕ݅. Figure 8ᮡ
CPX᮹

ᬱญෝ
ᖅ໦⦽݅.

ᅙ
ᩑǍᨱᕽ۵
ᵲᇡԕය
᜽⨹ࠥಽ
ၰ
݅ᙹ᮹
ᦥᜅ❵✙
Ǎeᨱᕽ

┡ᯕᨕ-י໕ᗭᮭᮥ
⊂ᱶ⦹ʑ
᭥⧕
ᗭᮭ⊂ᱶ
ᰆእෝ
}ၽ⦹ᩡ݅.

Microphone 2 }ෝ
ᯕᬊ⦹ᩍ
ᮭᦶᮥ
⊂ᱶ⦹ʑ
ভྙᨱ
CPXႊჶ᮹

┡ᯕᨕ-י໕ᗭᮭ
⊂ᱶ
᭥⊹᪡
࠺ᯝ
᭥⊹ᨱᕽ
⊂ᱶ⦹ᩡ݅. ੱ⦽

┡ᯕᨕ-י໕ᗭᮭ
⊂ᱶ
ᝅ⨹ᮥ
᭥⦽
ḡə۵
Figure 9᪡
zᮝ໑, ᝅ⨹₉ప᮹
ၵ⒕⇶ᨱ
┩ᇡ₊ᯕ
ᬊᯕ⦹ࠥಾ
ᱽ᯲⦹ᩡ݅.

3. י໕᳑Ḣʫᯕ
ၰ
┡ᯕᨕ-י໕ᗭᮭ
⊂ᱶ

3.1 MPD૕
೴ଲઘ-ڋ࡟ীଣଭ
ঃււծ
ंজଡ
଍෉
֜

ԩট୨

MPD᪡
┡ᯕᨕ-י໕ᗭᮭ᮹
ᔢššĥᇥᕾᮥ
᭥⧕
ᵲᇡԕයŁ ᗮࠥಽᨱ
᭥⊹⦽
᜽⨹ࠥಽ
ၰ
Łᗮࠥಽ᮹
ᦥᜅ❵✙
Ǎeᨱᕽ
PLP

ෝ
ᯕᬊ⦽ MPD ⊂ᱶ
ၰ
┡ᯕᨕ-י໕ᗭᮭ⊂ᱶᮥ
ᙹ⧪⦹ᩡ݅. MPD ၰ
┡ᯕᨕ-י໕ᗭᮭ
⊂ᱶ
ᝅ⨹ᮡ
ᵝᄡ
ᦵᗭᮭᮝಽ
ᇡ░᮹
ᩢ⨆ᮥ

↽ᗭ⪵
᜽┅Ł
ᝅ⨹ᯱ᮹
ᦩᱥᮥ
᭥⧕
2₉ಽ
ᬑ⊂
⮁➉ᜅ
Ǎeᨱᕽ

ᝅ᜽⦹ᩡ݅. MPD᪡
┡ᯕᨕ-י໕ᗭᮭ
ᔢššĥ
ᇥᕾᮥ
᭥⦽
ߑᯕ

░
ᙹḲ
Ǎeᮡ
Table 1ŝ
z݅.

Table 1. Test Section for Collection of MPD and Tire-Pavement Noise

Road Routes Location Construction

Central Inland Test Road YeoJu JC GGamGok IC 2011 DongHae Expressway S. Gangnenung IC G

N. Gangnenung IC 2001 National Highway 35 Line SungSan GWangSan 2010

Fig. 10. Procedure for MPD Calculation

Fig. 11. Procedure for Tire-Pavement Noise Calculation

3.2 ڋ࡟୺஻בଲ
ࢫ
೴ଲઘ-ڋ࡟ীଣ
౸୨

PLPෝ
ᯕᬊ⦽
MPD ߑᯕ░۵
Figure 10ŝ
zᮡ
ŝᱶᮥ
☖⧕

⫮ाࡽ݅. ᝅ⨹₉పᮥ
80km/hಽ
ᯝᱶ⦹í
ᮁḡ᜽┉
⬥
PLPᨱᕽ

ႊ⇽ࡹ۵
Lasera
ࠥಽי໕ᨱᕽ
ၹᔍࡹᨕ
࠭ᦥ᪅۵
᜽eᮥ
⊂ᱶ

⦹ᩍ
ᙹḲࡽ
י໕᳑Ḣ
ᱶᅕෝ
main softwareᨱ
ᱥᘂ⦽݅. MPD

ᙹḲࡽ
י໕᳑Ḣʫᯕ
ߑᯕ░۵
softwareᨱᕽ
ᯱ࠺ᮝಽ
100mm eĊᮝಽ
ӹ٥ᨕ
1}᮹
MPD ߑᯕ░ಽ
ᔑᱶ⦹໑, 100mmษ݅

ᔑᱶࡽ
MPD 1}᮹
ߑᯕ░ෝ
⠙ญ⦹í
⪶ᯙ⧁
ᙹ
ᯩࠥಾ
⥥ಽəఉ

ᮥ
☖⧕
MPD ߑᯕ░ෝ
Ǎ⇶⦽݅.

┡ᯕᨕ-י໕ᗭᮭ
ߑᯕ░
⊂ᱶᮡ
Figure 11ŝ
zᮡ
ŝᱶᮥ
☖⧕

⫮ाࡽ݅. ᝅ⨹₉పᮥ
80km/hಽ
ᯝᱶ⦹í
ᮁḡ
᜽┉
⬥
┡ᯕᨕ

᪡
י໕ᔍᯕᨱᕽ
ၽᔾ⦹۵
ᗭᮭᮥ
⊂ᱶ⦹ᩍ
main softwareᨱ
ᱥᘂ

⦽݅. ᙹḲࡽ
┡ᯕᨕ-י໕ᗭᮭᮡ
1/10Ⅹᨱ
1}ᦊ
ߑᯕ░a
ᔑᱶࡹ

໑, 1/10Ⅹᨱ
1}ᦊ
ᔑᱶࡽ
┡ᯕᨕ-י໕ᗭᮭ
ߑᯕ░ෝ
⪶ᯙ⦹ʑ

᭥⧕
⥥ಽəఉᮥ
☖⧕
┡ᯕᨕ-י໕ᗭᮭ
ߑᯕ░ෝ
Ǎ⇶⦽݅. ┡ᯕᨕ - י໕ᗭᮭ
ߑᯕ░
⊂ᱶ᜽
microphone 2}ෝ
ᔍᬊ⦹໑, ᯝšᖒ

ᯩ۵
ߑᯕ░ෝ
⫮ा⦹ʑ
᭥⧕
┡ᯕᨕ
ᦿ· घᇡᇥᨱᕽ
⫮ा⦽
2aḡ

ߑᯕ░ෝ
⠪Ɂ⦹ᩍ
1}᮹
┡ᯕᨕ-י໕ᗭᮭ
ߑᯕ░ಽ
ᔑ⇽⦽݅.

Fig. 12. Data Correlation Method of MPD and Tire-Pavement Noise

Fig. 13. Correlation of MPD and Tire-Pavement Noise

঑௝ᕽ, ࠺ᯝǍeᨱᕽ
MPD ߑᯕ░᪡
┡ᯕᨕ-י໕ᗭᮭ
ߑᯕ░

ෝ
࠺᜽ᨱ
⊂ᱶ⦹ᩡᮝ໑, bb᮹
ŝᱶᮥ
☖⧕
⫮ा⦽
MPD ၰ

┡ᯕᨕ-י໕ᗭᮭᮡ
ᵲᇡԕය
᜽⨹ࠥಽᨱᕽ
26}, ࠺⧕
Łᗮࠥಽ

351}, ǎࠥ35⪙ᖁᨱᕽ
242}
ⅾ
619}
ߑᯕ░ಽ
MPD ၰ
┡ᯕᨕ- י໕ᗭᮭ
ߑᯕ░ෝ
Ǎ⇶⦹ᩡ݅.

4. י໕᳑Ḣʫᯕ
ၰ
┡ᯕᨕ-י໕ᗭᮭ
ߑᯕ░
ᇥᕾ

4.1 MPD૕
೴ଲઘ-ڋ࡟ীଣ
܁ଲഉଭ
ঃււծ
ंজ ᝅ⨹₉పᯕ
ᵝ⧪⦹໕ᕽ
࠺ᯝ⦽
᜽e࠺ᦩ
⊂ᱶࡹ۵
MPD ߑᯕ░

᪡
┡ᯕᨕ-י໕ᗭᮭ
ߑᯕ░᮹
ᙹ۵
Ⓧí
₉ᯕa
ᯩ݅. 80km/hಽ

1Ⅹ
࠺ᦩ
ᯕ࠺Ñญ۵
᧞
22mᯕ݅. 100mm ษ݅
1}
ߑᯕ░a

⊂ᱶࡹ۵
MPD᮹
Ğᬑ
1Ⅹ
࠺ᦩ
220}᮹
MPD ߑᯕ░a
⊂ᱶࡹ໑,

┡ᯕᨕ-י໕ᗭᮭ᮹
Ğᬑ۵
1Ⅹ
࠺ᦩ
10}᮹
ߑᯕ░a
⊂ᱶࡽ݅.

঑௝ᕽ
ߑᯕ░᮹
⩶⠪ᖒᮥ
᭥⧕
MPD᮹
Ğᬑ
b
Ǎeᨱᕽ
1Ⅹ

ษ݅
⊂ᱶࡽ
220}
ߑᯕ░ෝ
⠪Ɂ⦹ᩍ
1}᮹
MPD ߑᯕ░ෝ
ᔑ⇽

⦹ᩡᮝ໑, b
Ǎeᨱ
ݡ⦽
MPD ߑᯕ░ෝ
Ǎ⇶⦹ᩡ݅. ┡ᯕᨕ-י໕ ᗭᮭ᮹
Ğᬑ
1Ⅹ
ษ݅
⊂ᱶࡽ
10}᮹
ߑᯕ░ෝ
⠪Ɂ⦹ᩍ
1}᮹

┡ᯕᨕ-י໕ᗭᮭ
ߑᯕ░ෝ
ᔑ⇽⦹ᩡᮝ໑, b
Ǎeᨱ
ݡ⦽
┡ᯕᨕ- י໕ᗭᮭ
ߑᯕ░ෝ
Ǎ⇶⦹ᩡ݅. ঑௝ᕽ
bb᮹
ŝᱶᮥ
☖⧕
Ǎ⇶ࡽ

MPD ၰ
┡ᯕᨕ-י໕ᗭᮭ
ߑᯕ░ෝ
ᯕᬊ⦹ᩍ
ᔢššĥ
ᇥᕾᮥ

ᙹ⧪⦹ᩡ݅.

4.2 MPD૕
೴ଲઘ-ڋ࡟ীଣ
ंজէր

ᝅ⨹₉ప᮹
ᵝ⧪ᗮࠥ
80Km/hᨱᕽ
⊂ᱶࡽ
MPD ߑᯕ░᪡

┡ᯕᨕ-י໕ᗭᮭ
ߑᯕ░ෝ
ᯕᬊ⦹ᩍ
ᔢššĥᇥᕾᮥ
ᙹ⧪⦽
đŝ

Figure 13 ŝ
zᯕ
MPDa
᷾a⦹໕
┡ᯕᨕ-י໕ᗭᮭᯕ
᷾a⦹۵

Ğ⨆ᯕ
ӹ┡ԍᮝ໑, đᱶĥᙹ۵
0.63, ᮁ᮹⪶ශᮡ
0ᮝಽ
ᔑᱶࡹᨩ

݅. ᯕ۵
ᦥᜅ❵✙
Ǎeᨱᕽ
MPD᪡
┡ᯕᨕ-י໕ᗭᮭᮡ
☖ĥ⦺ᱢ ᮝಽ
ᇥ໦⦽
ᔢššĥa
ᯩ۵
äᮝಽ
❱݉ࡹ໑, MPD᪡
┡ᯕᨕ-י

໕ᗭᮭŝ᮹
ᔢššĥ۵
᜾
(4)᪡
z݅.

Estimated Noise, dB(A)

= 3.20 × MPD + 95.46, R

= 0.63, P-value = 0 (4)

Estimated Noise, dB(A)

= ⇵ᱶ
┡ᯕᨕ -י໕ᗭᮭ, MPD = Mean Profile Depth

5. đ
ು

┡ᯕᨕ-י໕ᗭᮭᮡ
ᵝ⧪
⏭ᱢᖒᨱ
ᩢ⨆ᮥ
ᵝ۵
ᵲ᫵⦽
᫵ᗭᯕ݅.

ᯝၹᱢᯙ
⡍ᰆšญ
᜽ᜅ▽ᨱᕽ۵
ࠥಽ᮹
Ŗᬊᖒ
⠪aෝ
᭥⦽
ႊჶ ᮝಽ
⡍ᰆ᮹
❭ᗱ⩶┽, ᝍbࠥ
ၰ
❭ᗱపŝ
⧉̹
⠪┥ᖒᮥ
ᵲ·ᰆʑᱢ ᯙ
༉ܩ░ย
॒᮹
ႊჶᮥ
☖⦽
ᮁʑšญ
ʑᵡᯕ
ᱽ᜽ࡹᨕ
ᯩᮝӹ,

ࠥಽ᮹
ʑ܆ᱢ
⊂໕᮹
┡ᯕᨕ-י໕ᗭᮭᨱ
ݡ⦽
šญ
ʑᵡᮡ
ᱢᬊࡹ

Ł
ᯩḡ
ᦫ݅. ᅙ
ᩑǍᨱᕽ۵
MPD ⊂ᱶᮝಽ
Ʊ☖☖ᱽ
ᨧᯕ
ᝅ᜽e ᮝಽ
┡ᯕᨕ-י໕ᗭᮭᮥ
⠪aෝ
⧁
ᙹ
ᯩ۵
⇵ᱶ᜾
}ၽᮥ
᭥⧕

ᵲᇡԕය
᜽⨹ࠥಽ, ࠺⧕Łᗮࠥಽ, ǎࠥ35⪙ᖁ᮹
ᦥᜅ❵✙
Ǎeᨱ ᕽ
MPD ၰ
┡ᯕᨕ-י໕ᗭᮭ
619}
ߑᯕ░ෝ
⫮ा⦹ᩍ
☖ĥ⦺ᱢᮝ ಽ
ᇥᕾᮥ
ᝅ᜽⦹ᩍ
݅ᮭŝ
zᮡ
đುᮥ
ࠥ⇽⦹ᩡ݅.

(1) ᝅ⨹₉ప᮹
ᵝ⧪ᗮࠥ
80Km/hᨱᕽ
⊂ᱶࡽ
MPD᪡
┡ᯕᨕ-י ໕ᗭᮭ
ߑᯕ░ෝ
ᯕᬊ⦹ᩍ
ᔢššĥᇥᕾᮥ
ᙹ⧪⦹ᩡ݅. MPD

᪡
┡ᯕᨕ-י໕ᗭᮭᯕ
ᖁ⩶ᱢᮝಽ
᷾⦹a۵
Ğ⨆ᯕ
ӹ┡ԍ ᮝ໑, MPDෝ
ᯕᬊ⦽
┡ᯕᨕ-י໕ᗭᮭ
⇵ᱶ᜾ᮡ
Estimated Noise(dB(A))=3.20 × MPD + 95.46 (R

= 0.63, P-value = 0) ಽ
ࠥ⇽ࡹᨩ݅. MPD᪡
┡ᯕᨕ-י໕ᗭᮭ᮹
ᔢššĥ
ᇥᕾᨱᕽ

ᝁ഑ࠥ
׳ᮡ
đŝa
ࠥ⇽ࡽ
äᮝಽ
ᅕᦥ
י໕᳑Ḣ
ʫᯕෝ
☖⧕

┡ᯕᨕ-י໕ᗭᮭᮥ
⠪a⧁
ᙹ
ᯩ݅Ł
❱݉ࡽ݅.

(2) ┡ᯕᨕ-י໕ᗭᮭᮡ
ᵝ⧪
⏭ᱢᖒᨱ
ᩢ⨆ᮥ
ᵝ۵
ᵲ᫵⦽
᫵ᗭᯕ

݅. ⩥ᰍ
⡍ᰆšญ
᜽ᜅ▽ᨱᕽ۵
ࠥಽ᮹
Ŗᬊᖒ
⠪aෝ
᭥⧕

❭ᗱ᳑ᔍ, IRI ॒᮹
᫵ᗭෝ
⪽ᬊ⦹ᩍ
⠪aෝ
᜽⧪⦹Ł
ᯩᮝӹ

┡ᯕᨕ-י໕ᗭᮭᨱ
ݡ⦽
šญʑᵡᯕ
ᱢᬊࡹŁ
ᯩḡ
ᦫ݅. ᅙ

ᩑǍᨱᕽ۵
┡ᯕᨕ-י໕ᗭᮭᮥ
ᝅ᜽eᮝಽ
⠪a⧁
ᙹ
ᯩ۵
ႊ

ᦩᮥ
ᱽ᜽⦹ʑ
᭥⧕
PLPෝ
ᯕᬊ⦹ᩍ
⊂ᱶࡽ
MPD᪡
┡ᯕᨕ-י ໕ᗭᮭŝ᮹
ᔢššĥ
ᇥᕾᮥ
ᙹ⧪⦹ᩍ
ᝁ഑ࠥ
׳ᮡ
đŝa

ࠥ⇽ࡹᨩ݅. ᯕෝ
⪽ᬊ⦹ᩍ
ࠥಽ᮹
Ŗᬊᖒ
⠪a
᜽
ᅕ݅
⬉ᮉᱢ ᮝಽ
┡ᯕᨕ-י໕ᗭᮭᮥ
⠪a⧁
ᙹ
ᯩ۵
ႊᦩᮥ
ࠥ⇽⦹ᩡ݅.

References

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Budras, J. (2001). A synopsis on the current equipment used for measuring pavement smoothness, Federal Highway Administration.

Hanson, D. I., Jame, R. and NeSmith, C. (2004). Tire/pavement noise study, NCAT Reprot 04-02, National Center for Asphalt Technology.

Kohler, E., Motumah, L., Rymer, B. and Harvey, J. (2009). “Tire- pavement noise results from california PCCP and HMA pavements.”

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