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A Study on Noise Reduction of Quiet Pavement through the Noise Level Prediction and the Economic Analysis

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*** Ğʑݡ⦺Ʊ ☁༊Ŗ⦺ŝ ([email protected])

Received November 5 2012, Revised November 30 2012, Accepted January 8 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͵͵Ǥ͵ǤͳͳͶ͵

™™™Ǥ•…‡Œ‘—”ƒŽǤ‘”Ǥ”

ⶾ❊ⴊ#㦪ⵣⴖ#❊ⴊ⯆㏟#⇍#ቻⷚ⛯#⍂⛛ⴂ#㝳㬚#❊ⴊ#ⶾᇎ⇧⬆

୺਑ෘ ȵୋ୨০ ȵ׌૗ঃ ȵ׌ًজ

Jo, Shin Haeng*, Jang, Jung Soon**, Kim, Wan Sang***, Kim, Nakseok****

A Study on Noise Reduction of Quiet Pavement through the Noise Level Prediction and the Economic Analysis

ABSTRACT

Reasonable methods are needed to predict the noise level of new/existing roads and to select means of noise reduction. In this study, the noise reduction effects of both soundproof walls and quiet pavements were predicted. The noise reduction effects of quiet pavements were predicted by measurement data obtained using the CPX method in test pavements. The noise reduction effect was predicted by KHTN program when applied to soundproof walls and quiet pavement. As a result, the predicted noise level was similar to the measured one. The design method was suggested by an economic analysis using noise benefit of predicted noise reduction. The research suggests that the optimum alternative has to be determined using noise prediction method and life-cycle cost analysis.

Key words : Noise prediction method, Quiet pavement, Soundproof walls, Life-cycle cost, Noise reduction effect

Ⅹಾ

ࠥಽƱ☖ᗭᮭᮥᱡq⦹ʑ᭥⧕ᝁᖅၰʑ᳕ࠥಽ᮹ᗭᮭၽᔾᱶࠥ᪡ᱡqݡ₦ᮥđᱶ⧁ᙹᯩ۵⧊ญᱢႊჶᯕ⦥᫵⦹݅. ᅙᩑǍᨱᕽ۵ႊᮭ

ᄞᐱอᦥܩ௝ᱡᗭᮭ႑ᙹᖒ⡍ᰆᨱ᮹⦽ᗭᮭqᗭ⬉ŝෝᩩ⊂⦹Łᯕෝᯕᬊ⦹ᩍᗭᮭ⠙ᯖᮥŁಅ⦽Ğᱽᖒᇥᕾᮥ☖⧕ݡᦩᮥᖁᱶ⦹۵ႊ

ჶᮥᱽ᜽⦹Łᯱ⦽݅. ᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹ᗭᮭqᗭ⬉ŝᩩ⊂ᮥ᭥⧕᜽⨹⡍ᰆǍeᨱᕽ₉పᯕ࠺᜾⊂ᱶႊჶᮝಽᗭᮭᮥ⊂ᱶ⦹Łᯕෝ

KHTN ⥥ಽəఉᮥᔍᬊ⦹ᩍᱡᗭᮭ႑ᙹᖒ⡍ᰆŝႊᮭᄞᱢᬊ᜽ᗭᮭqᗭ⬉ŝෝᩩ⊂⦹ᩡᮝ໑, ⩥ᰆ⊂ᱶđŝᩩ⊂ᗭᮭŝᝅ⊂ᗭᮭᯕᮁ

ᔍ⦽äᮝಽӹ┡ԍ݅. ᯕ్⦽ᗭᮭᩩ⊂ʑჶᮥᔍᬊ⦹ᩍᗭᮭᱡqႊᦩᮥࠥ⇽⦹Łᔾᧁᵝʑእᬊᇥᕾᮥ☖⧕↽ᱢ᮹ݡᦩᮥᖁᱶ⧁ᙹᯩᨩ݅.

áᔪᨕ ᗭᮭᩩ⊂ႊჶ, ᱡᗭᮭ⡍ᰆ, ႊᮭᄞ, ᔾᧁᵝʑእᬊ, ᗭᮭᱡq⬉ŝ

1. ᕽು

ࠥಽ฾᮹⪶∊ŝᯱ࠺₉᮹ᅕɪ⪶ݡ۵ᯕ࠺᮹⠙ญᖒᮥ׳ᯕŁĞᱽ⪽࠺᮹⪽ᖒ⪵ᨱⓑࠥᬡᯕࡹᨩᮝӹᯕಽᯙ⦽Ʊ☖ᗭᮭ᮹

᷾a۵ ᔾ⪽⪹Ğᮥ ᦦ⪵᜽┅Ł Õvᮥ ⧕⊹۵ ᗭᮭ Ŗ⧕᮹ ྙᱽෝ ၽᔾ᜽⎑݅. ᗭᮭᮡ ᇩ⏭⦹Ł ᜽ҥ్ᬕ ᗭญಽ ᵝšᱢᯙ ❱݉ᨱ

঑௝ ۱͕ḡ۵ ᱶࠥa ݅෕ḡอ ၙǎ᮹ Federal Highway Administration(FHWA)ᨱᕽ۵ 67 dB(A) ᯕᔢᯕ໕ ᗭᮭᮝಽ eᵝ⦹໑, Ğᱽ⩲ಆ}ၽʑǍ(OECD)ᨱᕽ۵55 dB(A) ᯕᔢᯕ໕ᇩ⏭qᮥ۱ӝŁ65 dB(A) ᯕᔢᯕ໕ॄŁᯩʑ⯹ुᗭᮭ᮹݉ĥಽ❱݉⦹Ł

ᯩ݅(FHWA, 1995). ǎԕᨱᕽࠥ⪹Ğᱶ₦ʑᅙჶᨱ᮹⦽ᗭᮭʑᵡᮥࠥಽᄡᵝÑḡᩎ᮹Ğᬑᵝe65 dB(A), ᧝e55 dB(A) ᯕ⦹ಽ ‹‰Š™ƒ›‰‹‡‡”‹‰ ʪͿėॡ

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Fig. 1. Quiet Pavement Mixtures (Left: One Layer, Right: Two Layer)

⦹Ł ᯩ݅(Ministry of Environment, 2011).

ࠥಽƱ☖ᗭᮭŝšಉࡽᵝၝ᮹ᇩ⠙ᯕ⍅ḱᨱ঑௝ᯕෝ⧕đ⦹

ʑ᭥⦽݅᧲⦽ᗭᮭᱡqႊᦩॅᯕᱢᬊࡹŁᯩ݅. ݡ⢽ᱢᯙᗭᮭ

ᱡqႊᦩᮝಽ۵ႊᮭᄞ᮹ᖅ⊹aᯩᮝ໑, ႊᮭ░ձ, ⪹Ğ᜽ᖅݡ

ᖅ⊹, ࠥಽǍ᳑ᇥ⧁⪵॒᮹ႊჶᯕᯩ݅. ↽ɝॅᨕᕽ۵₉ప

ᵝ⧪᜽ၽᔾ⦹۵י໕ᗭᮭᮥᱡq⦹۵ᱡᗭᮭ⡍ᰆᨱݡ⦽šᝍ ᯕ׳ᦥḡŁᯩᮝ໑ᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹Ğᬑ᧞3-5 dB(A)᮹

ᗭᮭᯕqᗭ⦹۵äᮝಽ᦭ಅᲙᯩ݅(Seoul, 2007; Bendtsen, 2008; NAPA, 2005). ᯕ్⦽ᗭᮭᱡqႊᦩᮡᗭᮭqᗭ⬉ŝ᪡

ᖅ⊹እᬊ, ᮁḡšญእᬊᐱᦥܩ௝⪹Ğၰၙšᨱၙ⊹۵ᩢ⨆

॒ ᅖ⧊ᱢᯙ Łಅෝ ☖⧕ ᱢᬊࡽ݅.

ᗭᮭᱡqႊᦩ᮹đᱶᮥ᭥⧕ᕽ۵ࠥಽ᮹ᖁ⩶, Ʊ☖ప, ḡ⩶,

ႊᮭᄞ᮹ᖒ܆, ᱡᗭᮭ⡍ᰆ᮹ᖒ܆॒݅᧲⦽᳑Õॅᮥၹᩢ⦹ᩍ

ᗭᮭ ᱡq ⬉ŝෝ ᩩ⊂⦹Ł Ğᱽᖒᮥ ၵ┶ᮝಽ ↽ᱢ᮹ ႊᦩᮥ

ᖁ┾⦹ᩍ᧝⦽݅. ə్ӹᗭᮭ᮹ᩩ⊂ᮡᔢݚ⯩ฯᮡᄡᙹಽᯙ⧕

ᅖᰂ⦹Ł ᨕಅᬕ ᯲ᨦᯕ໑ ✚⯩ ᱡᗭᮭ ⡍ᰆ᮹ ᱢᬊᮥ Łಅ⧁

Ğᬑ᨜ᮥᙹᯩ۵ᗭᮭᱡq⬉ŝᨱݡ⧕ᕽ۵ᦥḢʭḡəᩑǍa

ᇡ᳒⦽ᝅᱶᯕ݅. ੱ⦽ᱡᗭᮭ⡍ᰆ᮹Ğᬑ⩥ᰆᨱᱢᬊᱥᯕ൉ᨕ ḡ۵᜽⨹⡍ᰆᨱᕽ᮹ᗭᮭqᗭ⬉ŝ⠪a۵⦽ݡ᮹₉ప☖ŝᨱ

঑ෙ ᗭᮭᯕÑӹᝅᱽ ᩩ⊂ Ʊ☖పŝ₉ᯕa ᯩ۵ Ğᬑaฯᦥ

⩥ᰆ ᔢ⫊ᨱ ঑ෙ ݡᦩ᮹ á☁ᨱ ⦽ĥa ᯩᮥ ᙹၷᨱ ᨧ݅. ᅙ

ᩑǍᨱᕽ۵᜽⨹⡍ᰆᮥ☖⧕᨜ᮡᗭᮭqᗭߑᯕ░ෝၵ┶ᮝಽ

ᝅᱽƱ☖ᔢ⫊ᨱᕽၽᔾ⦹۵Ʊ☖ᗭᮭᮥᩩ⊂⦹Ł, ᯕෝᯕᬊ⦹ᩍ

ႊᮭᄞŝᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹ᅖ⧊ᱢᱢᬊᮥ☖⦽ᗭᮭᱡq⬉ŝ

᪡Ğᱽᖒᇥᕾᮥᙹ⧪⦹ᩍ↽ᱢ᮹ᗭᮭᱡqႊᦩᖁᱶႊჶᮥ

ษಉ⦹Łᯱ ⦽݅.

2. Ʊ☖ᗭᮭᱡqႊჶ

2.1 ࢺଣ࣠ଭ֗ധীଣୠԮࢺ࣑

Łᗮࠥಽӹ℁ಽੱ۵ʑ┡ࠥಽᄡ᮹ᗭᮭᱡqᮥ༊ᱢᮝಽᖅ⊹

ࡹ۵ႊᮭ᜽ᖅ᮹᳦ඹಽ۵ႊᮭᄞ, ႊᮭࢲ,ႊᮭฝŝᯕॅᮥ᳑⧊⦽

⩶┽᮹ ᅖ⧊᜽ᖅ ॒ᯕ ᯩ۵ߑ, ǎԕᨱᕽ ↽ᗭ᮹ ᇡḡᨱ ᖅ⊹a

a܆⦹Ł, ᜽Ŗᯕ⠙ญ⦽ႊᮭᄞᯕᵝಽᱢᬊࡹŁᯩ݅. ႊᮭᄞᮡ

ႊᮭ✚ᖒᨱ঑௝⯂ᮭ⩶ႊᮭᄞ, ၹᔍ⩶ႊᮭᄞ॒ᮝಽǍᇥࡽ݅.

ႊᮭᄞᮡᗭᮭᬱᯙ₉ప॒ᮝಽᇡ░ၽᔾ⦹۵ᗭᮭᮥྜྷญᱢᮝಽ

₉݉᜽┅۵ႊჶᮝಽ᳑Õᨱ঑௝ə⬉ŝ۵݅෕ӹ᧞10 dB(A)᮹

ᗭᮭ qᗭ ⬉ŝa ᯩ۵ äᮝಽ ᦭ಅᲙ ᯩ݅(Kim, 2006).

ႊᮭᄞ᮹ ԕǍᩑ⦽ᨱ ݡ⦽ ჶᱢʑᵡᮡ ᨧḡอ, ႊᮭᄞ᮹ ᗭ

ᮭqᗭ⬉ŝෝԕ۵⯂ᮭ❱᮹ᖒ܆ᯕᔢݚʑeᮁḡࡹʑভྙᨱ

ԕǍᙹ໦ᨱᯩᨕ30֥ᯕᔢᔍᬊᯕa܆⦽äᮝಽ⠪a⧁ᙹ

ᯩᮝӹ᫙šᔢ℁❱, ᇡᗮྜྷ॒ᯕŲᖁၰๅᩑ॒ᨱ᮹⦹ᩍ┩ᄡᔪ,

ᇡ᜾ ॒ᮝಽ ࠥ᜽ၙšᮥ ᱡ⧕⦹Ł ᯩᨕ, ᫙šᔢ ၙšᮥ ᱡ⧕⦹

ḡᦫ۵ჵ᭥ᨱᕽႊᮭᄞ᮹ԕǍᩑ⦽ᮡ20֥ᮝಽᖅĥ⦹Łᯩ݅

(Seoul, 2007).

ႊᮭᄞ᮹ᮭ⨆ᖒ܆ᮡʑᅙᱢᮝಽ₉ᮭᖒ܆ᯕ᫵ǍࡹŁ, Ğᬑᨱ

঑௝⯂ᮭᖒ܆ᯕᇡaᱢᮝಽ᫵Ǎࡹʑࠥ⦽݅. ႊᮭᄞ᮹₉ᮭᖒ܆

ᮡႊᮭᄞ᮹ᰍഭᨱ᮹⦽⚍ŝᗱᝅ, ᮭᬱŝᙹᮭᬱ᮹᭥⊹šĥᨱ

᮹⦽⫭ᱩqᙁᨱ᮹⧕đᱶࡽ݅. ₉ᮭᖒ܆ᮡKS F 2808(MPV-1 ᮹Ŗʑᱥݍᮭ₉ᮭᖒ܆⠪a)ᨱ᮹Ñ⦹ᩍ⚍ŝᗱᝅᮥ⊂ᱶ⦹໑, əʑᵡᯕ500 Hzᨱᕽ25 dB(A) ᯕᔢ, 11 kHzᨱᕽ30 dB(A) ᯕᔢ᫵Ǎࡽ݅. ႊᮭᄞ᮹⯂ᮭᖒ܆ᮡႊᮭᄞ᮹ᖅ⊹ᨱ᮹⦽ၹᔍ

ᮭ᮹ᩢ⨆ᮝಽ฿ᮡ⠙ၝa᮹ᗭᮭᯕ׳ᦥḩĞᬑ᫵Ǎࡹ໑, KS F 2805(᯵⨆ᝅԕ᮹⯂ᮭශ⊂ᱶႊჶ)ᨱ᮹⦹ᩍ⠪a⦽݅. ⯂ᮭᖒ

܆ᮡ᜽ŖḢᱥ᪥ᱽ⣩ᔢ┽ᨱᕽ250 Hz, 500 Hz, 1000 Hz ၰ

2000 Hz᮹ᮭᨱݡ⦽⯂ᮭᮉᯕ⠪Ɂ70% ᯕᔢᯙäᮥ⢽ᵡᮝಽ

⦹Ł ᯩ݅(Kim, 2012).

2.2 ୠীଣࢼ৤নඑୋଭ֗ധীଣୠԮࢺ࣑

ᱡᗭᮭ႑ᙹᖒ⡍ᰆᮡᯱ࠺₉᮹ᵝ⧪ᵲ┡ᯕᨕ᪡י໕ᔍᯕᨱᕽ

ၽᔾ⦹۵ᗭᮭᮥᱡq⦹ᩍƱ☖ᗭᮭၽᔾᮥᵥᯕ۵ʑ܆ᖒ⡍ᰆᮝ ಽ݅Ŗᖒᦥᜅ❵✙⡍ᰆᯕᵝෝᯕ്݅. Ministry of Environment (2004) “ࠥಽƱ☖ᗭᮭ }ᖁᨱ š⦽ ᩑǍ”ᨱ ঑෕໕ Ŗɚශ ᧞

20%᮹13 mm ᱡᗭᮭ႑ᙹᖒᦥᜅ❵✙⡍ᰆᯕᯝၹᦥᜅ❵✙

⡍ᰆᨱእ⧕ 3-6 dB(A)᮹Ʊ☖ ᗭᮭqᗭ ⬉ŝaᯩ۵ äᮝಽ

ӹ┡ԍᮝ໑, Figure 1ŝzᮡᅖ⊖ᱡᗭᮭ႑ᙹᖒ⡍ᰆᮡᔢ⦹ᇡ

⊖ᮝಽ ӹ٥ᨕ ⦹ᇡ⊖ᮡ ↽ݡʼnᰍⓍʑ 8-13 mmಽ ᔢᇡ⊖ᮡ 5 mm᮹ʼnᰍෝᔍᬊ⦹ᩡᮥĞᬑ݉⊖ᱡᗭᮭ႑ᙹᖒ⡍ᰆᨱእ⧕

᧞2 dB(A) ޵ฯᮡᗭᮭᱡq⬉ŝෝ᨜ᮥᙹᯩ۵äᮝಽӹ┡ԍ݅.

ᯝၹᱢᮝಽᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹ᗭᮭqᗭ⬉ŝ۵Ŗɚශᯕ

aᰆ ⓑ ᩢ⨆ᮥ ၙ⊹ӹ ʼnᰍ ↽ݡⓍʑ, ᯦ࠥ ᇥ⡍ᨱ ঑ෙ ᩑᗮ

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Fig. 2. Noise Transmission Path of Soundproof Walls Ŗɚ, ၵᯙ޵᮹᳦ඹ, ʼnᰍ᮹᯦⩶ŝᰍḩ॒݅᧲⦽ᬱᯙ᮹ᩢ⨆ᮥ

ၼʑভྙᨱə⬉ŝෝ᦭ʑ᭥⧕ᕽ۵᜽⨹⡍ᰆᮥᝅ᜽⬥₉ప

☖ŝ᜽᮹ ᗭᮭᮥ ⊂ᱶ⦹ᩍ ᖒ܆ᮥ ⠪a⦽݅.

3. ᗭᮭᩩ⊂

ࠥ᜽᪡ࠥಽ᮹ĥ⫮݉ĥᨱᕽᇡ░Ʊ☖ᗭᮭ᮹⬉ŝᱢšญ۵

ᵲ᫵⦽ྙᱽaࡹᨩᮝ໑Ʊ☖ᗭᮭᨱݡ⦽ᩩ⊂ᮡƱ☖ᗭᮭᮥšญ

⦹Łᱽᨕ⦹ʑ᭥⧕ၹऽ᜽⦥᫵⦽⦥ᙹ᫵ᗭaࡹᨩ݅. Ʊ☖ᗭᮭᮥ

ᱡq⦹ʑ᭥⧕ᝅ᜽⦹۵ႊᦩᵲႊᮭᄞŝᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹

ᱢᬊᨱᯩᨕࢱaḡŖჶ᮹ᗭᮭqᗭ⬉ŝෝᩩ⊂⦹ᩍ↽ᱢ᮹

ႊᦩᮥ ₟۵ ᦭Łญ᷹ᮥ }ၽ⦹Łᯱ ⦹ᩡ݅.

3.1 ࢺଣ࣠ଭীଣુ౸

3.1.1 ࢺଣ࣠ଭীଣુ౸ࢺ࣑

ႊᮭᄞᮡᗭᮭ᮹ᱥݍĞಽෝ₉݉⦹ÑӹᄡĞ⧉ᮝಽ៉ᗭᮭᮥ

ᱡq⦹۵ႊჶᮝಽ⩥ᰍᗭᮭᱡqݡ₦ᮝಽฯᯕᔍᬊࡹŁᯩ݅.

ᗭᮭᬱŝᙹᮭᬱᔍᯕෝ ₉݉⦹޵௝ࠥႊᮭᄞᯱℕෝ⚍ŝ⦹ᩍ

ḥ⧪ࡹ۵ᗭญᨱթḡ᪡ႊᮭᄞᔢ݉ᮥ┡Łչᨕ᪅۵⫭ᱩಽᯙ

⦹ᩍᗭᮭᮥ᪥ᱥ⯩₉݉⧁ᙹ۵ᨧʑভྙᨱᯝၹᱢᮝಽႊᮭᄞ

ᮥ☖⦽ᗭᮭqᗭ⬉ŝ۵↽ݡ20 dB(A) ᱶࠥᯙäᮝಽ᦭ಅᲙ

ᯩ݅(Lee, 2010).

ႊᮭᄞ᮹ᗭᮭqᗭ⬉ŝᨱaᰆⓑᩢ⨆ᮥၙ⊹۵äᮡᗭᮭĞಽ

₉ಽFigure 2᪡zᯕᮭᬱᨱᕽႊᮭᄞᔢ݉ᮥÑℱᙹᮭᬱʭḡ

ࠥݍ⦹۵↽݉ʙᯕ᪡ႊᮭᄞᯕᨧᮥভ᮹ᮭᬱŝᙹᮭᬱᔍᯕ᮹

ḢᖁÑญ᮹ ₉ᯕᯕ݅. ႊᮭᄞ᮹ ᗭᮭqᗭ⬉ŝ ᩩ⊂ᨱ ᔍᬊࡹ۵

Frensnel ᙹ(N)۵ᗭᮭĞಽ₉ෝᯕᬊ⧕ᔑ⇽ࡹ໑, ᜾(1) - ᜾(4)ෝ

☖⧕ ᗭᮭᱡq ⬉ŝෝ ᔑᱶ⧁ ᙹ ᯩ݅(Choi, 1990).



›

á ×Ƃ›

(Nⴌ-0.2) (1)



›

á Ïד–ŽÞć

›ˆ• ö ć Ï

ņ

ç§ç

ö ć Ï

ņ

ç§ç ßâÒƂ›

(-0.2<Nⴌ0) (2)



›

á Ïד–ŽÞć

›ˆ• ö ć Ï

ņ

ç§ç

ö ć Ï

ņ

ç§ç ß âÒƂ›

(-0<Nⴌ5.03) (3)



›

á Ï×Ƃ›

(N>5.03) (4)

ᩍʑᕽ,

DB: ႊᮭᄞ᮹ ᗭᮭᱡq⬉ŝ(dB) N : Fresnel ᙹ

ႊᮭᄞ ᖅ⊹ ᜽ ᗭᮭqᗭ⬉ŝ᮹ ᩩ⊂ᮡ ᯕುᱢ ⪶พŝ ฯᮡ

ᱢᬊᮥ☖⦽á᷾ᯕᯕ൉ᨕᲭᮝ໑ᯕෝၵ┶ᮝಽSoundPLAN, Noisemap 2000 ॒ŝzᮡ݅ᙹ᮹ᗭᮭᩩ⊂⥥ಽəఉᯕ}ၽࡹᨕ

ᔍᬊࡹŁᯩ݅. ᯕ్⦽⥥ಽəఉॅᮡᯝၹᱢᮝಽEU Directiveᨱ ᕽ ǭŁ⦽ XPS31-133ᮥ እ೐⦹ᩍ, ᩢǎ᮹ Ʊ☖ǎᨱᕽ ᱽᦩ⦽

CRTNŝࠦᯝ᮹ᩑႊƱ☖ᇡ᮹ࠥಽÕᖅᇡᨱᕽၽ⢽⦽RLS-90

॒᮹ᩩ⊂༉ߙᮥ☖⧕ᗭᮭᩢ⨆ᱶࠥෝᩩ⊂⦹Łᯩ݅(Jung, 2007).

⦽ǎࠥಽŖᔍ۵Łᗮࠥಽಽᯙ⦽ᗭᮭ⦝⧕ෝᵥᯕʑ᭥⧕᜽⨹ࠥ

ಽᨱᕽ⊂ᱶ⦽ߑᯕ░ෝၵ┶ᮝಽ⇵ᱶ⦽ᮭᬱ༉ߙᮥᔍᬊ⦹Ł, ISO-9613᮹ᗭᮭᱥ❭༉ߙᮥᔍᬊ⦹ᩍࠥಽƱ☖ᗭᮭᩩ⊂ᨱᱢ

⧊⦽ KHTN2007(Korea Highway Traffic Noise Prediction Program) ⥥ಽəఉᮥ}ၽ⦹ᩡᮝ໑, Łᗮࠥಽ᮹Ʊ☖ᗭᮭŝႊ

ᮭᄞᖅ⊹᜽ᗭᮭqᗭ⬉ŝᩩ⊂ᨱ⪽ᬊ⦹Łᯩ݅(Choung, 2007).

3.1.2 ࢺଣ࣠ڔଲ઩ݗࠛীଣુ౸

ᅙᩑǍᨱᕽ۵ࠥಽƱ☖ᗭᮭ᮹⬉ŝᱢᱽᨕෝ᭥⧕ႊᮭᄞŝ

ᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹ᅖ⧊ᱢᱢᬊᮥá☁⦹Łᯱ⦹ᩡᮝ໑, ࠥಽƱ

☖ᗭᮭ᮹ᩩ⊂ᮥ᭥⧕KHTN ⥥ಽəఉᮥᯕᬊ⦹ᩡ݅. KHTNᮡ

ࠥಽƱ☖ᗭᮭ᮹ᩩ⊂ᮥ᭥⦽⥥ಽəఉᮝಽᔍᬊᯕe⠙⦹໑, ᔍᬊ ᨱᱽ᧞ᯕᨧʑভྙᨱ٥Ǎӹᯕᬊ⧁ᙹᯩ۵ᰆᱱᯕᯩ݅. KHTN

ᮡ⧎Ŗʑ, ℁ࠥ, ŖᔍᰆၰŖᰆ॒݅᧲⦽ᗭᮭᬱᮥᅖ⧊ᱢᮝಽ

ၹᩢ⦹Łᝅᱽḡ⩶༉ߙᮥᔍᬊ⦹۵ᗭᮭḡࠥ⥥ಽəఉᨱእ⧕

݉ᙽ⦹ḡอKim(2010)᮹ᩑǍᨱ᮹⦹໕݅ෙᗭᮭᩩ⊂⥥ಽəఉ ᨱᔍᬊࡽRLS-90 ᩩ⊂༉ߙŝ᮹እƱđŝࢱᩩ⊂s᮹₉ᯕ۵

1.5 dB(A) ᯕ⦹ᩡᮝ໑, ᩩ⊂sŝᝅ⊂s᮹₉ᯕ۵3 dB(A) ᯕ⦹ಽ

ӹ┡ӹእƱᱢᱶ⪶⦽ᩩ⊂đŝෝ᨜ᮥᙹᯩ۵äᮝಽӹ┡ԍ݅.

ႊᮭᄞᖅ⊹ᨱ঑ෙᗭᮭqᗭ⬉ŝෝᩩ⊂⦹ʑ᭥⧕ႊᮭᄞ᮹

᳦ඹ᪡׳ᯕ, ᯕĊÑญ, ᙹᮭᬱ᮹׳ᯕ, ᵲᦺᇥญݡ, ₉ಽᙹ॒⩥

ᰆ᳑ÕᮥFigure 3ŝzᯕKHTN ⥥ಽəఉᨱၹᩢ⦹໕ᙹᮭᬱ᮹

᭥⊹ᨱ ঑ෙ ᗭᮭ ᙹᵡᮥ ᩩ⊂⧁ ᙹ ᯩ݅.

(4)

Fig. 3. Prediction of Traffic Noise Using KHTN 2007

Table 1. Aggregate Gradations of Quiet Pavements

Sieve Size (mm)

Percent Passing(%)

13mm 10mm

Specs Result Specs Result

20 100 100 - -

13 92-100 100 100 100

10 62-81 80.7 85-100 97

5 10-31 26.2 20-40 35.9

2.5 10-21 15.2 5-20 19.8

0.6 4-17 10.5 4-13 12.0

0.3 3-12 9.3 3-10 8.8

0.15 3-8 7.3 3-8 6.7

0.08 2-7 3.8 2-7 2.6

Table 2. Air Voids of Quiet Pavement

Type AP Content (%)

Air Voids (%)

Average (%)

10mm 5.20

16.60

16.26 15.65

16.52

13mm 5.06

17.91

17.42 18.40

15.95

Table 3. Measured Noise by CPX Method

Speed

(km/h) Noise

Types of Pavement Dense

Grade Pave.

One Layer Quiet Pave.

Two Layer Quiet Pave.

30

Result

(dB(A)) 82.92 80.71 77.16

Effect

(dB(A)) - 2.21 5.76

50

Result

(dB(A)) 89.92 85.70 82.69

Effect

(dB(A)) - 4.22 7.23

70

Result

(dB(A)) 94.04 90.77 88.77

Effect

(dB(A)) - 3.27 5.27

3.2 ୠীଣࢼ৤নඑୋଭীଣુ౸

3.2.1 ୠীଣࢼ৤নඑୋଭীଣୠԮ൉ন

ᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹ᗭᮭᱡq⬉ŝ۵݅᧲⦽᳦ඹ᮹ᱡᗭᮭ

႑ᙹᖒ⡍ᰆᨱᗭᮭqᗭ⬉ŝෝၹᩢ⦹ʑᨕಖʑভྙᨱSoundPLAN ŝzᮡᗭᮭᩩ⊂⥥ಽəఉᨱᕽ۵ᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹᳦ඹෝ

݅Ŗᖒ ⡍ᰆ 1aḡอᮥ ᔍᬊ⦹໑, ᱡᗭᮭ႑ᙹᖒ ⡍ᰆ ᱢᬊ ᜽

ᗮࠥჵ᭥ෝᖅᱶ⦹ᩍᗭᮭᱡq⬉ŝෝᱢᬊ⦹۵ႊ᜾(0-60 km/h:

-1 dB(A), 61-80 km/h: -2 dB(A), 81-130 km/h: -3 dB(A))ᮝಽ

ᱡᗭᮭ႑ᙹᖒ⡍ᰆ᳦ඹᨱ঑ෙᗭᮭᱡq⬉ŝෝᩩ⊂⦹ʑᨕಅ ᬕᝅᱶᯕ݅(Kim, 2008). ᅙᩑǍᨱᕽ۵⩥ᰍ}ၽࡹᨕᱢᬊࡹ۵

݅᧲⦽ ᱡᗭᮭ⡍ᰆ᮹ᗭᮭqᗭ⬉ŝෝ ᩩ⊂⦹ʑ ᭥⧕ ᜽⨹⡍ᰆᮥ

☖⦽bb᮹ᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹ᗭᮭqᗭ⬉ŝෝ⊂ᱶ⦹Łᯕ

đŝෝၵ┶ᮝಽ⩥ᰆᨱᱡᗭᮭ႑ᙹᖒ⡍ᰆᮥᱢᬊ⧁᜽ᩩᔢࡹ۵

ᗭᮭqᗭ⬉ŝෝᩩ⊂⦹ᩍŖჶᖁᱶ᮹❱݉ɝÑಽᔍᬊ⦹Łᯱ⦽݅.

ᅙᩑǍᨱᱢᬊࡽᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹ʼnᰍ⪝⧊᯦ࠥʑᵡᮡ

Table 1ŝz݅. ݉⊖ᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹Ğᬑ↽ݡʼnᰍⓍʑ

13 mmಽᱢᬊ⦹ᩡŁ, ᅖ⊖ᱡᗭᮭ႑ᙹᖒ⡍ᰆᮡ↽ݡʼnᰍⓍʑ

ෝᔢᇡ10 mm, ⦹ᇡ13 mmಽ⦹ᩡ݅. ŖɚශᮡԕǍᖒ᮹⪶ᅕෝ

qᦩ⦹ᩍ17%ಽ႑⧊ᖅĥෝᝅ᜽⦹ᩡᮝ໑, ⩥ᰆᔾᔑ᜽ഭಽᱽ᯲

ࡽ Ŗ᜽ℕ᮹ Ŗɚශ ⊂ᱶđŝ Table 2᪡ z݅.

ᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹ᗭᮭqᗭ⬉ŝෝ⊂ᱶ⦹ʑ᭥⧕ၡ᯦ࠥ

ᦥᜅ❵✙ ⡍ᰆ, ݉⊖ ᱡᗭᮭ႑ᙹᖒ ⡍ᰆ, ᅖ⊖ ᱡᗭᮭ႑ᙹᖒ

⡍ᰆ᮹ ₉ప ᵝ⧪ᨱ ঑ෙ ᗭᮭᮥ ISO 11819-2ᨱ ঑௝ ₉ప᮹

┡ᯕᨕᇡɝᨱษᯕⓍಽ⡑ᮥᖅ⊹⦹ᩍ⊂ᱶ⦹۵ᯕ࠺᜾⊂ᱶႊჶ (CPX: Close Proximity method)ᮝಽ⊂ᱶ⦹ᩡ݅. ᗭᮭ⊂ᱶ᜽

₉పᗮࠥ᮹ᄡ⪵ᨱ঑ෙᗭᮭ᮹✚ᖒᮥᇥᕾ⦹ʑ᭥⦹ᩍ30 km/h, 50 km/h, 70 km/h᮹ᗮࠥᨱᕽ⊂ᱶ⦹ᩡᮝ໑⊂ᱶđŝ᮹⠙₉ෝ

ᵥᯕʑ᭥⧕₉ప᮹☖⧪ᮥ₉݉⦽ᔢ┽ᨱᕽ⊂ᱶ⦹ᩡ݅. ⊂ᱶđŝ ۵Table 3ŝz݅. ⊂ᱶsᮡ₉పᗮࠥᨱ঑௝3⫭ᦊᝅ᜽ࡽs᮹

⠪Ɂᮝಽᯝၹၡ᯦ࠥ⡍ᰆŝእƱ⦹ᩡᮥভ݉⊖ᱡᗭᮭ႑ᙹᖒ

⡍ᰆ᮹Ğᬑ3.23 dB(A), ᅖ⊖ᱡᗭᮭ႑ᙹᖒ⡍ᰆᮡ6.09 dB(A)᮹

ᗭᮭᱡq⬉ŝaᯩᨩᮝ໑, ₉పᗮࠥa᷾a⧁ᙹಾၽᔾࡹ۵ᗭᮭ

ᯕ᷾a⦹۵Ğ⨆ᯕӹ┡ԍ݅. ᱡᗭᮭ႑ᙹᖒ⡍ᰆࠥ⡍ᰆ᳦ඹᨱ

঑௝ᗭᮭqᗭ⬉ŝᨱ₉ᯕaᯩᮝ໑₉పᵝ⧪ᗮࠥࠥᗭᮭᨱⓑ

(5)

Fig. 4. Noise due to Vehicle Speeds

ᩢ⨆ᮥၙ⊹۵äᮝಽӹ┡ӹᗭᮭᩩ⊂ᮥ᭥⧕ᕽ۵⡍ᰆ᳦ඹ᪡

₉ప᮹ ᵝ⧪ ᗮࠥa ၹऽ᜽ ၹᩢࡹᨕ᧝ ⧉ᮥ ᦭ ᙹ ᯩ݅.

3.2.2 ুܑ઩ݗࠛୠীଣࢼ৤নඑୋଭীଣુ౸

⡍ᰆ᳦ඹ᪡ᵝ⧪ᗮࠥᨱ঑ෙၽᔾᗭᮭŝ᮹šĥෝ⢽⩥⦹ʑ

᭥⧕ Tachibana(2004)᮹ ₉ప᳦ඹ-ᗮࠥ᪡᮹ ᮭ⨆⇽ಆ౩ᄉ᜾ᮥ

ᯕᬊ⦹ᩍ᜾(5)᪡zᯕaᱶ⦹ᩡᮝ໑, Figure 4ᨱӹ┡ӽ⡍ᰆ᳦ඹ -ᗮࠥᄥ⊂ᱶᗭᮭᨱݡ⧕⫭ȡᇥᕾᮥ☖⧕b⡍ᰆ᳦ඹᨱ঑ෙ

᜾(5)᮹A, B ᔢᙹsᮥđᱶ⦹ᩡᮝ໑᜾(6), ᜾(7), ᜾(8)ŝ

zᯕ ⡍ᰆ᳦ඹᨱ ঑ෙ ᗭᮭ⇽ಆ᜾ᮥ Ǎ⦹ᩡ݅.

¥

°š

á š ⛠“–Ž

Î×

Þ¯ ß

(5)

¥

°š : ᮭ⨆⇽ಆ౩ᄉ

šì›

: ⡍ᰆ᳦ඹᨱ ঑ෙ ĥᙹ

¯

: ₉ప⠪Ɂᗮࠥ(km/h)

¥

¡

á ÐÕíÔÒ âÐ× “–Ž

Î×

Þ¯ ß

(6)

¥

»

á ÐÒíÒ× âÐ× “–Ž

Î×

Þ¯ ß

(7)

¥

ª

á ÐÏíÓÓ âÐ× “–Ž

Î×

Þ¯ ß

(8)

ᩍʑᕽ,

¥

¡ : ᯝၹ ၡ᯦ࠥ ⡍ᰆ ᗭᮭ⇽ಆ᜾(dB(A))

¥

¬ª : ݉⊖ ᱡᗭᮭ႑ᙹᖒ ⡍ᰆ ᗭᮭ⇽ಆ᜾(dB(A))

¥

ª : ᅖ⊖ ᱡᗭᮭ႑ᙹᖒ ⡍ᰆ ᗭᮭ⇽ಆ᜾(dB(A))

¯

: ₉ప⠪Ɂᗮࠥ(km/h)

᜾ (6), (7), (8)᮹ ᗭᮭ⇽ಆ᜾ᮡ ⦽ ݡ᮹ ₉పᯕ ᵝ⧪⧁ ভ

ၽᔾ⦹۵ ᗭᮭᮥ ᩩ⊂⦹۵ ᜾ᮝಽ ᝅᱽ ࠥಽᨱᕽ ฯᮡ ₉పᯕ

ᵝ⧪⧁ভၽᔾ⦹۵ᗭᮭŝ۵₉ᯕaᯩᮝ໑, ᝅᱽࠥಽᨱᕽၽᔾ⧁

ᗭᮭᮥᩩ⊂⦹ʑ᭥⧕ᕽ۵ ᜽eݚ☖ŝ₉పᙹ, ݡ⩶₉⪝᯦ශ,

⠪Ɂ☖⧪ᗮࠥ, ݡᔢǍe᮹ʙᯕ, ᙹᮭᬱŝ᮹ᯕĊÑญ॒ᯕŁಅࡹ

ᨕ᧝⦽݅. ᯕ్⦽᳑Õᮥၹᩢ⦹ʑ᭥⧕ᯝᅙᮭ⨆⦺⫭᮹ASJ RTN Model-2003ᨱᕽᱽ᜽⦽᜾(9)ෝᯕᬊ⦹ᩍ⩥ᰆ᳑Õᨱ঑ෙᅕᱶ ᗭᮭ⇽ಆᮥ ĥᔑ⦹Łᯱ ⦹ᩡ݅.

œ á Î× “–ŽÎ×ÞćƊî¯ÐíÓ

Ý ćƊ§ ßàÕàÏ× “–ŽÎ×Þ¥ß âÎ× “–ŽÎ×ÞſâÑíÑƀß

(9)

ᩍʑᕽ,

œ : ⩥ᰆ᳑Õᨱ ঑ෙ ᅕᱶప(dB(A))

¯

: ₉ప⠪Ɂᗮࠥ(km/h)

§

: ᜽eݚ ₉ప ☖⧪ݡᙹ(ݡ/h)

¥

: ᙹᮭᱱŝ᮹ ᯕĊÑญ(m)

Ɗ

: ݡᔢǍeÑญ(m)

ſ

: ᗭ⩶₉ ⪝᯦ᮉ

ƀ

: ݡ⩶₉ ⪝᯦ᮉ

4. ᗭᮭqᗭෝ᭥⦽ᖅĥႊᦩá☁

Ʊ☖ᗭᮭᮝಽᯙ⦽ྙᱽෝ⧕đ⦹ʑ᭥⧕ᗭᮭᱡqݡ₦᮹Łಅ

᜽ᗭᮭᩩ⊂ᮥ☖⦽⬉ŝá☁᪡Ğᱽᖒᇥᕾᮥ☖⦽ݡᦩ᮹ᖁᱶᮝ ಽ⧊ญᱢᯙݡ₦ᮥษಉ⧁ᙹᯩᮥäᯕ݅. ᅙᩑǍᨱᕽ۵a᧲ݡƱ

ԉ݉᮹᪍ฝ⦞ݡಽǍeᨱݡ⧕ᗭᮭᱡqݡ₦ᮥá☁⦹ᩍႊᮭᄞ ŝ ᱡᗭᮭ႑ᙹᖒ ⡍ᰆᮥ ᯕᬊ⦽ ᗭᮭqᗭ ݡ₦ᮥ ᖁᱶ⦹Łᯱ

⦹ᩡ݅.

4.1 ෮ୋ୺Ս

ᅙᩑǍᨱᕽá☁⦽a᧲ݡƱԉ݉᮹᪍ฝ⦞ݡಽ۵ၡ᯦ࠥᦥ ᜅ❵✙⡍ᰆᮝಽݡ⩶₉ෝ⡍⧉⦽☖⧪పᯕฯᮝ໑, ↽Łᗮࠥ80 km/h᮹Łᗮ⪵ࠥಽಽƱ☖ᗭᮭᨱݡ⦽ၝᬱᯕኩჩ⯩ၽᔾ⦹۵

ḡᩎᯕ݅. ੱ⦽ 15⊖᮹ ᦥ❭✙a ࠥಽᄡᨱ ᭥⊹⦹Ł ᯩᨕ ⩥ᰍ

ᖅ⊹ࡹᨕᯩ۵7 m ׳ᯕ᮹ႊᮭᄞอᮝಽ۵Ł⊖ᵝၝॅᯕ۱ӝ۵

ᗭᮭᮥ ᵥᯕʑ ᨕಅᬕ ᝅᱶᯕ݅. ၝᬱ ݡᔢ ᦥ❭✙᪡ ࠥಽ᪡᮹

ᯕĊÑญ, ᜽eݚ₉ప☖⧪ݡᙹ, ݡᔢǍe᮹ʙᯕ, ⠪Ɂ☖⧪ᗮࠥ,

₉ప⪝᯦ᮉ॒ᮥ᳑ᔍ⦹ᩡᮝ໑əđŝᯙTable 4ෝᗭᮭᩩ⊂ᮥ

᭥⦽ ᳑Õᮝಽ ᔍᬊ⦹ᩡ݅.

4.2 ෮ୋীଣુ౸էր

᜽⨹⡍ᰆᨱᕽ ᨜ᨕḥ ᗭᮭ ⊂ᱶsŝ ᜾(9)᮹ ᗭᮭ⇽ಆ᜾ᨱ

Table 4᮹⩥ᰆ᳑Õᮥၹᩢ⦹ᩡᮥĞᬑᦥ❭✙1⊖ᨱᕽӹ┡ӹ۵

(6)

Table 4. Field Conditions

Items Value Items Value

Average Vehicle Speeds

(km/h) 70 Number of Vehicles (Per hour) 8,000 Section Length

(m) 500 Ratio of Small Vehicle 0.92 Seperated Distance

(m) 70 Ratio of Haevy Vehicle 0.08

Table 5. Predicted Noise at the 1st Floor

Type of Pave Predicted Noise (dB(A))

Dense Grade Pave 67.82

One Layer Quiet Pave 64.57 Two Layer Quiet Pave 61.73

Fig. 5. Noise Measurement

Table 6. Measured and Predicted Noise of Dense Grade Pave

Item Noise (dB(A))

Predicted Noise by KHTN 72.81 Predicted Noise by Developed Model 72.15

Measured Noise 71.30

ᩩ⊂ᗭᮭsᮡTable 5᪡z݅. ᗭᮭ⇽ಆ᜾ᨱ۵ႊᮭᄞᮥၹᩢ⧁

ᙹᨧʑভྙᨱTable 5᮹ᩩ⊂ᗭᮭsᮡႊᮭᄞᯕᖅ⊹ࡹḡᦫᦹᮥ

Ğᬑ᮹ ᗭᮭᯕ݅.

KHTN ⥥ಽəఉᮡ⡍ᰆ᮹ᔢ┽aᦥᜅ❵✙⎹Ⓧญ✙⡍ᰆŝ

᜽ູ✙⎹Ⓧญ✙⡍ᰆᮝಽࢱ᳦ඹၷᨱᖁ┾⧁ᙹᨧʑভྙᨱ

݅᧲⦽ ᱡᗭᮭ ⡍ᰆᮥ ၹᩢ⦹ʑᨱ۵ ᨕಅᬡᯕ ঑ෙ݅. ঑௝ᕽ

KHTN ⥥ಽəఉᨱ ⡍ᰆ ᳦ඹᨱ ঑ෙ ᗭᮭ ၽᔾపᮥ ӹ┡ԕʑ

᭥⧕Ʊ☖పᮥ᳑ᱶ⦹۵ႊჶᮥᔍᬊ⦹ᩡ݅. ᷪ⩥ᰆ᳑Õᯕၹᩢࡽ

Table 5᮹ ᩩ⊂ᗭᮭsᮥ ᨜ᮥ ᙹ ᯩ۵ Ʊ☖పᮥ ᯦ಆ⧉ᮝಽ៉

ᱡᗭᮭ⡍ᰆᯝĞᬑၽᔾ⦹۵ᗭᮭᮥᩩ⊂⦹ᩡ݅. á☁ḡᩎᨱᯕၙ

ᖅ⊹ࡹᨕᯩ۵7 m ׳ᯕ᮹ႊᮭᄞᮥ༉ᔍ⦹Ł, ᳑ᱶࡽƱ☖పᮝಽ

⡍ᰆ ᳦ඹᨱ ঑ෙ ᗭᮭၽᔾᮥ ၹᩢ⦹ᩍ ᩩ⊂ᮥ ᙹ⧪⦹ᩡ݅.

ᩩ⊂ࡽᗭᮭŝ᮹እƱෝ᭥⧕Ministry of Environment(2010) ᨱᕽᱽ᜽⦽“ᗭᮭḥ࠺Ŗᱶ᜽⨹ʑᵡ”᮹᜽⨹ʑᵡᨱ঑௝Łᱶ᜾

ႊ᜾ᮝಽFigure 5᪡zᯕá☁ḡᩎ᮹ᗭᮭᮥ⊂ᱶ⦹ᩡ݅. ʑᵡᨱ

঑෕໕⊂ᱶᱱᮡᗭᮭ⦝⧕aᩩᔢࡹ۵ᇡḡĞĥᖁḡᱱ᮹ḡ໕

᭥1.2 m ׳ᯕੱ۵2⊖ᯕᔢ᮹ÕྜྷᯙĞᬑᇡḡĞĥᖁᅕ݅

ᗭᮭࠥa׳ᮡŔᨱᕽᗭᮭᬱ᮹ႊ⨆ᮝಽ⊂ᱶ⦹ࠥಾࡹᨕᯩ݅.

ᗭᮭᮡ6⫭ᨱÙℱ5ᇥ࠺ᦩᦥ❭✙᪆ᔢᨱᕽ⊂ᱶ⦹ᩍ॒aᗭᮭ౩ ᄉᮥ ĥᔑ⦹ᩡ݅.

ᦥ❭✙᪆ᔢᨱᕽ᮹ᝅ⊂ᗭᮭsŝᩩ⊂ᗭᮭsᮥTable 6ᨱӹ

┡ԕᨩ݅. KHTN ⥥ಽəఉᔢ᮹ᦥᜅ❵✙⎹Ⓧญ✙⡍ᰆ᮹ᯝၹ

ᖅᱶsᮝಽᖁ┾⦹Łᩩ⊂⦽đŝ۵72.81 dB(A)ಽᝅ⊂ᗭᮭ

71.30 dB(A)᪡1.51 dB(A)᮹₉ᯕaӹ┡ԍ݅. ⩥ᰆŝ࠺ᯝ⦽

᳑Õᯙ13 mm ၡ᯦ࠥᦥᜅ❵✙ಽ⡍ᰆ⦽᜽⨹⡍ᰆǍeᨱᕽ⊂ᱶ

⦽ᗭᮭ⊂ᱶsᮥၵ┶ᮝಽᗭᮭ⇽ಆ᜾ᮥ☖⧕ᩩ⊂⦹ᩡᮥĞᬑ

72.15 dB(A)ಽӹ┡ӹᝅ⊂ᗭᮭŝ0.85 dB(A)᮹₉ᯕෝӹ┡ԩ

݅. ᯕ۵KHTN᮹ʑᅙᖅᱶsᯕᦥᜅ❵✙⎹Ⓧญ✙⡍ᰆŝ᜽ູ✙

⎹Ⓧญ✙⡍ᰆ᮹⠪Ɂᱢᯙᙹ⊹ෝᔍᬊ⦹ᩡʑভྙᨱ⡍ᰆ᳦ඹᨱ

঑ෙ₉ᯕෝၹᩢ⦹۵ߑ⦽ĥaᯩᮭᮥ᦭ᙹᯩᮝ໑, ᜽⨹⡍ᰆ

Ǎeᨱᕽ᨜ᮥᙹᯩ۵ᗭᮭ⇽ಆ᜾ᮥᔍᬊ⦽ᗭᮭ᮹ᩩ⊂ᯕᅕ݅

ᱶ⪶⦽äᮝಽӹ┡ԍ݅. ঑௝ᕽᱡᗭᮭ⡍ᰆ᮹á☁ᨱᯩᨕ᜽⨹

⡍ᰆ Ǎeᨱᕽ ᨜ᨕḥ ᗭᮭ ⊂ᱶsᮥ ၵ┶ᮝಽ ᗭᮭ ⇽ಆ᜾ᮥ

ᔑᱶ⦹Łᯕෝ⪽ᬊ⦽ᗭᮭᩩ⊂ᯕ∊ᇥ⦽ᝁ഑ᖒᮥaḩᙹᯩᮭᮥ

⪶ᯙ ⧁ ᙹ ᯩᨩ݅.

᜽⨹⡍ᰆᨱᕽ⊂ᱶࡽCPX ႊ᜾᮹ᗭᮭ⊂ᱶđŝෝၵ┶ᮝಽ

ᗭᮭ⇽ಆ᜾ᮥᔍᬊ⦽ᩩ⊂ᯕᔢݚ⯩⧊ญᱢᯙäᮝಽӹ┡ԉᨱ

঑௝݉⊖ᱡᗭᮭ႑ᙹᖒ⡍ᰆ, ᅖ⊖ᱡᗭᮭ႑ᙹᖒ⡍ᰆࠥ࠺ᯝ⦽

ႊჶᮥᱢᬊ⦹ᩍᗭᮭᮥᩩ⊂⦹ᩡ݅. ݡᔢḡᩎ᮹⧊ญᱢᯙᗭᮭᱡ qႊᦩᖁᱶᮥ᭥⧕ᱡᗭᮭ⡍ᰆŝႊᮭᄞ᮹ᅖ⧊ᔍᬊᮥá☁⦹ᩡ

݅. Table 7᮹A᳑Õᮡá☁ḡᩎ᮹ᔢ┽ಽᯝၹၡ᯦ࠥ⡍ᰆᨱ

7 m᮹ႊᮭᄞᯕᖅ⊹ࡹᨕᯩᮝӹMinistry of Environment(2011) ᨱᕽᱽ᜽⦽ᗭᮭḥ࠺šญჶ᮹ᵝeࠥಽᄡḡᩎʑᵡ68 dB(A)ᯕ

9⊖ᯕᔢᨱᖁᔢ⫭⦹۵äᮝಽӹ┡ӹ⇵aᱢᯙᗭᮭᱡqႊᦩᯕ

⦥᫵⦽äᮝಽӹ┡ԍ݅. ঑௝ᕽᅙᩑǍᨱᕽ۵ႊᮭᄞ᮹׳ᯕෝ

13 mಽ׳ᯙĞᬑ(B), ʑ᳕7 m ׳ᯕ᮹ႊᮭᄞᨱ⡍ᰆᮥ݉⊖

ᱡᗭᮭ႑ᙹᖒ⡍ᰆᮝಽᱢᬊ⦽Ğᬑ(C), ݉⊖ᱡᗭᮭ႑ᙹᖒ⡍

ᰆᨱႊᮭᄞ׳ᯕෝ12 mಽ׳ᯙĞᬑ(D) əญŁʑ᳕ႊᮭᄞ

7 mᨱᅖ⊖ᱡᗭᮭ႑ᙹᖒ⡍ᰆᮥᱢᬊ⦽Ğᬑ(E)ᨱݡ⧕ᗭᮭᮥ

ᩩ⊂⦹ᩡᮝ໑ ə đŝ۵ Table 7ŝ z݅.

ᗭᮭᩩ⊂đŝᦥ❭✙Ł⊖ᮝಽiᙹಾᗭᮭᯕ᷾a⦹۵Ğ⨆ᮥ

ᅕᩡᮝ໑, ✚⯩7 m᮹ႊᮭᄞᯕᖅ⊹ࡹᨕᯩᨕᱡ⊖ᨱᕽ۵ᗭᮭ

(7)

Table 7. Prediction Noise results due to Types of Pave &

Soundproof Walls

Floor A B C D E

Roof 72.15 65.47 70.04 66.37 67.19

15 72.12 65.25 70.02 66.33 67.18

14 72.09 64.58 70.00 63.37 67.16

13 70.91 63.82 68.82 62.70 65.98

12 70.81 63.09 68.71 61.91 65.87

11 70.67 62.43 68.57 61.15 65.72

10 70.52 61.84 68.42 60.45 65.58

9 68.69 61.31 66.58 59.84 63.73

8 65.88 60.84 63.75 59.29 60.90

7 65.04 60.26 62.91 58.66 60.05

6 64.15 59.87 62.00 58.21 59.14

5 63.24 59.36 61.08 57.66 58.23

4 62.47 59.03 60.31 57.29 57.46

3 61.78 58.72 59.62 56.94 56.77

2 61.12 58.38 58.97 56.57 56.12

1 60.07 57.27 57.93 55.50 55.10

A: Dense Grade Pave+Soundproof Walls 7m B: Dense Grade Pave+Soundproof Walls 13m C: One Layer Quiet Pave+Soundproof Walls 7m D: One Layer Quiet Pave+Soundproof Walls 12m E: Two Layer Quiet Pave+Soundproof Walls 7m

Table 8. Average Per-Unit of Noise Value

(2011, Won/dB·year·m)

Area Urban Rural AVE.

Noise Value 4,402 1,900 2,240

Table 9. Cost Benefit of Noise Reduction

Plan Cost Benefit (/year)

B 25,993,000

D 31,585,000

E 27,314,000

qᗭ⬉ŝෝ᨜ᮥᙹᯩᮝӹŁ⊖ᨱᕽ۵ႊᮭᄞ᮹⬉ŝa⩥ᱡ⯩

qᗭ⧉ᮥ᦭ᙹᯩᨩ݅. Ł⊖ᨱᕽ᮹ᗭᮭᮥᱡq⦹ʑ᭥⧕ႊᮭᄞ᮹

׳ᯕෝ᷾a᜽┍Ğᬑႊᮭᄞ᮹׳ᯕa13 maࡹᨕ᧝15⊖ᨱᕽࠥ

⪹Ğʑᵡᮥอ᳒⧁ᙹᯩᨩᮝ໑, ࠥಽ⡍ᰆᮥ݉⊖ᱡᗭᮭ႑ᙹᖒ

⡍ᰆᮝಽၵСĞᬑʑ᳕7 m ႊᮭᄞᯕ12 mಽ׳ᦥᲙ᧝ʑᵡᮥ

อ᳒⦹۵äᮝಽӹ┡ԍ݅. ᗭᮭᱡq⬉ŝaⓑᅖ⊖ᱡᗭᮭ႑ᙹ ᖒ ⡍ᰆ᮹ Ğᬑ ⩥ᰍ ᖅ⊹ࡹᨕ ᯩ۵ 7 m ႊᮭᄞอᮝಽࠥ ༉ु

⊖ᨱᕽ ʑᵡᮥอ᳒⦹۵ ᗭᮭqᗭ ⬉ŝෝ᨜ᮥ ᙹ ᯩ۵äᮝಽ

ӹ┡ԍ݅.

5. Ğᱽᖒᇥᕾ

ᦿᕽ ᗭᮭᱡq ႊᦩᨱ ݡ⧕ ᇥᕾ⦽ đŝ B, D, E᮹ ᳑Õᯕ

ᗭᮭʑᵡᮥอ᳒⦹۵äᮝಽӹ┡ԍ݅. ᯕᖙaḡႊᦩᵲ↽ᱢ

ݡᦩ᮹ ᖁᱶᮥ ᭥⧕ Ğᱽᖒ ᇥᕾᮥ ᙹ⧪⦹ᩡ݅.

5.1 ীଣण૳ඇଳ

ᗭᮭᱡqݡ₦ᨱݡ⦽Ğᱽᖒᇥᕾᮥ᭥⧕ᕽ۵ݡ₦ᱢᬊ᜽

᨜ᮥ ᙹ ᯩ۵ ᗭᮭ qᗭ ⬉ŝ᮹ Ğᱽᱢ ᯕᯖᮥ ᔑᱶ⦹۵ äᯕ

ᵲ᫵⦹݅. ə్ӹᗭᮭ᮹Ğᱽᱢእᬊᮝಽ᮹⪹ᔑᮡᱶప⪵⦹ʑ

ᨕಖʑভྙᨱᅙᩑǍᨱᕽ۵MLTM (Ministry of Land, Trans- portation and Maritime Affairs, 2011)ᨱᕽᱽ᜽⦽ᗭᮭa⊹᮹

⠪Ɂᬱ݉᭥ෝᱢᬊ⦹ᩡ݅. ᗭᮭa⊹᮹⠪Ɂᬱ݉᭥۵1999֥ᮥ

ʑᵡᮝಽࠥ᜽ᇡ3,026ᬱ, ḡႊᇡ1,306ᬱ, ⠪Ɂ1,540ᬱᮝಽᔑᱶ

ࡹᨩᮝ໑, ᯕෝ݅᜽2011֥ࠥʑᵡ݉aಽ⪹ᔑ⦹ʑ᭥⧕ᗭእᯱྜྷ

aḡᙹෝᯕᬊ⦽⠙ᯖᅕᱶḡᙹෝŒ⦹ᩍTable 8ŝzᮡᗭᮭa⊹

᮹ ⠪Ɂᬱ݉᭥ෝ ᔑᱶ⦹ᩡ݅.

ᗭᮭᱡq⬉ŝ᮹እᬊ⠙ᯖĥᔑᮥ᭥⧕MLTM᮹“Ʊ☖᜽ᖅ

⚍ᯱ⠪aḡ⋉”ᨱᱽ᜽ࡽ᜾(10)ᮥᔍᬊ⦹ᩡᮝ໑, ᯕෝ☖⧕bb᮹

ᗭᮭᱡqݡ₦᮹ᗭᮭᱡq⠙ᯖእᬊᮡTable 9᪡zᯕĥᔑࡹᨩ݅.

ᯕ۵qᗭࡹ۵ᗭᮭపᨱ঑ෙݡᔢǍe᮹1֥e᮹⠙ᯖእᬊᯕ݅.

ž¯§¬ á ©Z Ɗ Z Ģ¥

(10)

ž¯§¬

: ᗭᮭእᬊ⠙ᯖ(ᬱ)

©

: ᗭᮭa⊹᮹ ᬱ݉᭥(ᬱ/dB֥m)

Ɗ

: ݡᔢיᖁᩑᰆʙᯕ(m)

Ģ¥

: ᗭᮭᱡq⬉ŝ(dB(A))

5.2 լ୪নंজ

ǎԕ᫙ᨱᕽᔍ⫭ʑၹ᜽ᖅ᮹ĥ⫮᜽Ğᱽᖒᇥᕾᮥ᭥⧕ᔍᬊ

ࡹ۵ᔾᧁᵝʑእᬊ(life cycle cost)ᮡᔍ⫭ʑၹ᜽ᖅ᮹ᱥᔾᧁᨱ

Ùℱ ᗭ᫵ࡹ۵ ༉ु እᬊᮝಽ aᰆ Ğᱽᱢᯙ ႊᦩᮥ ᖁ┾⦹۵

ʑᵡᮝಽᱢᬊࡹŁᯩ݅. ঑௝ᕽᅙᩑǍᨱᕽࠥᗭᮭᱡqݡ₦ᮝಽ

ᱽ᜽ࡽ3aḡݡᦩᮥእᬊ/⠙ᯖ໕ᨱᕽ↽ᱢ᮹ݡᦩᮥ₟ʑ᭥⧕

Ğᱽᖒ ᇥᕾᮥ ᝅ᜽⦹ᩡ݅.

ᔾᧁᵝʑእᬊ᮹ĥᔑᮡ20֥ᵝʑಽaᱶ⦹ᩡᮝ໑, ⡍ᰆ᮹ᅕᙹ

ႊᦩᮝಽᰍ⡍ᰆᮥᖁ┾⦹ᩡ݅. ੱ⦽, bb᮹ᗭᮭᱡqݡ₦ႊᦩᨱ

঑ෙᗭᮭ⠙ᯖእᬊᮥᔾᧁᵝʑእᬊᨱᕽዝᕽĞᱽᖒᮥá☁⦹ᩡ

݅. ႊᮭᄞၰᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹ᖅ⊹እᬊᮡ2012֥ࠥᔢၹʑ

(8)

Table 10. Economic Analysis Results

(Per 500m, Unit:1,000Won)

Item B D E

LCC 2,203,506 2,220,173 1,776,957

Benefit 519,436 631,687 546,288

Cost-Benefit 1,664,070 1,588,486 1,230,669

Ratio for B - 98% 75%

⦽ǎྜྷaᱶᅕ(www.kpi.or.kr)ෝʑᵡᮝಽᔑ⇽⦹ᩡᮝ໑, ႊᮭᄞ

℁Ñእᬊŝᱡᗭᮭ႑ᙹᖒ⡍ᰆ❭ᘥእᬊ᮹ĞᬑMLTM(2012) ᨱᕽၽe⦽“Applied to historical cost data in the first half of construction projects, Process and Price”ෝၵ┶ᮝಽᔑ⇽⦹ᩡ

݅. Ock(2010)᮹ᩑǍෝₙŁ⦹ᩍᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹ᙹ໦ᮡ

ᰍ⡍ᰆᵝʑෝ5֥ᮝಽđᱶ⦹ᩡᮝ໑, ႊᮭᄞ᮹Ğᬑ20֥ᯕᔢ᮹

ᙹ໦ᯕʑݡࡹᨕᰍᖅ⊹۵Łಅ⦹ḡᦫᦹ݅. ݅อá☁ݡᔢḡᩎ᮹

Ğᬑᯕၙ7 m᮹ႊᮭᄞᯕᖅ⊹ࡹᨕᯩᨕႊᦩE᮹Ğᬑႊᮭᄞ

ᖅ⊹እᬊᯕᱽ᫙ࡹᨩ݅. ᇥᕾđŝTable 10ŝzᮡĞᱽᖒᇥᕾᮥ

᨜ᮥ ᙹ ᯩᨩ݅.

Ğᱽᖒᇥᕾđŝႊᮭᄞᮥ׳ᩍᗭᮭᱡq⬉ŝෝ᨜۵Bᦩᨱ

እ⧕ʑ᳕ᨱᖅ⊹ࡹᨕᯩ۵ႊᮭᄞᮥᔍᬊ⦹໕ᕽᗭᮭqᗭ⬉ŝa

୑ᨕӽ ᅖ⊖ ᱡᗭᮭ႑ᙹᖒ ⡍ᰆᮥ ᱢᬊ⦹۵ Eᦩ᮹ Ğᬑa ᧞

25%᮹እᬊᱩq⬉ŝaᯩ۵äᮝಽӹ┡ԍ݅. ၹ໕݉⊖ᱡᗭᮭ

႑ᙹᖒ⡍ᰆᮥᱢᬊ⧁Ğᬑᗭᮭqᗭ⬉ŝa᯲ŁႊᮭᄞᮥᱽÑ

⬥ᰍᖅ⊹⦹ᩍ᧝⦹ʑভྙᨱእᬊ໕ᨱᕽⓑ⬉ŝaᨧ۵äᮝಽ

ӹ┡ԍ݅.

6. đು

ᅙᩑǍ۵ࠥಽƱ☖ᗭᮭᮥᱡq⦹ʑ᭥⧕ᱡᗭᮭ႑ᙹᖒ⡍ᰆᮥ

ᱢᬊ⧉ᨱᯩᨕᗭᮭᩩ⊂༉ߙᮥᯕᬊ⦹ᩍ⬉ŝෝᩩ⊂⦹ŁĞᱽᖒ

ᇥᕾᮥ☖⧕↽ᱢ᮹ᗭᮭᱡqݡ₦ᮥᖁᱶ⧁ᙹᯩ۵ႊᦩᨱݡ⧕

ᩑǍ⦹ᩡᮝ໑ ݅ᮭŝ zᮡ đುᮥ ᨜ᮥ ᙹ ᯩᨩ݅.

(1)ࠥಽ⡍ᰆ᮹ᗭᮭၽᔾ✚ᖒᮥၹᩢ⦹ᩍࠥಽƱ☖ᗭᮭᮥᩩ⊂⦹

ʑ ᭥⧕ CPX ႊჶᮝಽ ⊂ᱶࡽ ⡍ᰆ᮹ ᗭᮭ sᮝಽ ⡍ᰆᨱ

঑ෙᗭᮭ⇽ಆ౩ᄉᮥᔑᱶ⦹ᩡᮝ໑, ᯕෝ☖⦽ᗭᮭᩩ⊂đŝ aᝅ⊂ᗭᮭsŝๅᬑᮁᔍ⦽äᮝಽӹ┡ӹ⨆⬥ᱡᗭᮭ႑ᙹ ᖒ⡍ᰆ᮹⩥ᰆᱢᬊᨱᯩᨕ᜽⨹⡍ᰆǍe᮹ᗭᮭ⊂ᱶߑᯕ░ෝ

☖⧕ᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹ᗭᮭqᗭ⬉ŝෝᩩ⊂⧁ᙹᯩ۵

äᮝಽ ӹ┡ԍ݅.

(2) ᗭᮭᩩ⊂⥥ಽəఉᮥᔍᬊ⦹ᩍᝅᱽƱ☖ᗭᮭၝᬱḡᩎᨱݡ⧕

ႊᮭᄞŝᱡᗭᮭ႑ᙹᖒ⡍ᰆᮥ☖⦽ᗭᮭᱡqݡ₦ႊᦩᮥ

á☁⦽đŝŁ⊖Õྜྷ᮹Ğᬑႊᮭᄞอᮝಽ∊ᇥ⦽ᗭᮭqᗭ

⬉ŝෝ᨜ʑᨕಅᬑ໑ႊᮭᄞŝᱡᗭᮭ႑ᙹᖒ⡍ᰆᮥ⧉̹

ᱢᬊ⦹۵äᯕ⬉ŝᱢᯙäᮝಽӹ┡ԍᮝ໑, ✚⯩ᱡᗭᮭ႑ᙹ ᖒ⡍ᰆ᮹ᗭᮭqᗭᱶࠥ᮹₉ᯕaᙹᮭᬱ᮹ᗭᮭqᗭ⬉ŝᨱ

ⓑ ᩢ⨆ᮥ ၙ⊹۵ äᮝಽ ӹ┡ԍ݅.

(3)Ğᱽᖒᇥᕾᮥ☖⦽ᗭᮭᱡqႊᦩ᮹á☁đŝ, ᗭᮭqᗭᨱ

᮹⦽ᔍ⫭ᱢ⠙ᯖእᬊ᮹Łಅ᪡ᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹ᵝʑᱢ

ᮁḡᅕᙹእᬊᮥ qᦩ⦹ᩡᮥ ভ, ᗭᮭ qᗭ ⬉ŝa ᬑᙹ⦽

ᅖ⊖ᱡᗭᮭ႑ᙹᖒ⡍ᰆŝʑ᳕᮹ႊᮭᄞᮥ⧉̹ᱢᬊ⦹۵

äᯕႊᮭᄞ᮹׳ᯕෝ׳ᩍᰍᖅ⊹⦹۵ႊᦩᨱእ⧕25%᮹

Ğᱽᱢ እᬊ ᱩq⬉ŝa ᯩ۵ äᮝಽ ӹ┡ԍ݅.

(4)ᗭᮭᱡq ݡ₦ᮥ ᖁᱶ⦹۵ߑ ᯩᨕ ႊᮭᄞŝ ᱡᗭᮭ႑ᙹᖒ

⡍ᰆᮥ⧉̹Łಅ⦹۵äᯕ⧊ญᱢݡᦩ᮹ࠥ⇽ᮥa܆⍡⦹໑, ᱡᗭᮭ႑ᙹᖒ⡍ᰆ᮹Ğᬑ᳦ඹᨱ঑௝ᗭᮭqᗭ⬉ŝ᮹₉ᯕ aⓑอⓝ᜽⨹⡍ᰆᮥ☖⦽ᗭᮭqᗭ⬉ŝෝ⊂ᱶ⦹ᩍᩩ⊂

༉ߙᨱ ၹᩢ⦹ᩍ᧝ ᝁ഑ᖒ ᯩ۵ ᩩ⊂ đŝෝ ᨜ᮥ ᙹ ᯩ݅.

qᔍ᮹ɡ

ᅙ ᩑǍ۵ 2012֥ Ğʑݡ⦺Ʊ ݡ⦺ᬱ ᩑǍᬱᰆ⦺ᔾ ᰆ⦺ɩ

ḡᬱᨱ ᮹⦹ᩍ ᙹ⧪ࡹᨩ᜖ܩ݅.

References

Ock, C. K., Kim, J. H., Lee, J. S. (2010). “Noise reduction of asphalt concrete pavement : Techniques and their performance evaluation.”

Journal of the Korean Society of Road Engineers, Korean Society of Road Engineers, Vol. 12. No. 1, pp. 29-37 (in Korean).

Kim, D. S., Kim, C. W., Chang. T. S. (2010). “On the comparison of KHTN and noise prediction model at the roadside.” Academic conference, The Korean Society for Noise and Vibration Engin- eering, pp. 140-141 (in Korean).

Kim, C. W. (2012). “Technology trends of highway noise barriers.”

Journal of Facilities, The Society Air-Conditioning and Refri- gerating Engineers of Korea, Vol. 41 (in Korean).

Choung, T. R., Chang, S. I., Lee, K. J., Kim, C. W. (2007). “Com- parison of predicted and measurement value using improved KHTN.” Conference memoirs, The Korean Society for Noise and Vibration Engineering. Korea (in Korean).

Jung, W. H., Park, I. S., Kim, J. Y., Park, S. K., Kang, D. J. (2007).

“A comparative study of noise prediction method of road traffic noise map.” Conference memoirs, The Korean Society for Noise and Vibration Engineering, Korea (in Korean).

Bendtsen, H., Kragh, G., Nielsen, E. (2008). Use of noise reducing pavements - European experience, Technical Note 69, Denish Road Institute.

Tachibana, H. (2004). Road taffic noise prediction model ASJ RTN-

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Model 2003, Acoustical Science and Technology, Vol. 6, No. 4.

Choi, B. J. (1990). Research and compare the characteristics of the traffic noise for soundproofing walls installation, Master’s Thesis, Yonsei University (in Korean).

Kim, T. H. (2006). A study on noise reduction effect of sound- proofing walls and traffic sound characteristic of city apartment house, Master’s Thesis, Pukyong National University (in Korean).

Kim, J. Y. (2008). A Study on the optimization of noise control facilities for city planning using the toad traffic noise map, Master’s Thesis, Yonsei University (in Korean).

Lee, G. H. (2010). Research on the sound proof capacity of the sound barrier, Master’s Thesis, Chonnam National Unversity (in Korean).

Ministry of Environment (2004). A study on the improvement of road traffic noise, Research Report, Koera National University of Transportation (in Korean).

Ministry of Environment (2010). Standards of noise and vibration control test.

Ministry of Environment (2011). Noise and vibration control act.

Ministry of Land, Transportation and Maritime Affairs (2012).

Applied to historical cost data in the first half of construction projects, Process and Price (in Korean).

Ministry of Land, Transportation and Maritime Affairs (2011). A guide on appraisal of invesment for transportation facilities, Amendment No. 4 (in Korean).

Seoul Metropolitan Government (2007). Effective management measures for roadside noise barriers, Mayor instructions, No. 76 (in Korean).

FHWA (1995). Highway traffic noise analysis and abatement policy and guidance, U.S. Department of Transportation.

NAPA (2005). European Scan Tour on Quiet pavements, Symposium Presentation, Purdue Unversity, Indiana, USA.

ISO 9613-2, Attenuation of sound during propagation outdoors-Part 2: General method of calculation.

ISO I11819-2, Acoustics-Measurement of the influence of road

surfaces on traffic noise-Part 2: The close-proximity method.

수치

Fig. 1. Quiet Pavement Mixtures (Left: One Layer, Right: Two Layer)⦹Ł ᯩ݅(Ministry of Environment, 2011)
Fig. 2. Noise Transmission Path of Soundproof Walls Ŗɚ, ၵᯙ޵᮹᳦ඹ, ʼnᰍ᮹᯦⩶ŝᰍḩ॒݅᧲⦽ᬱᯙ᮹ᩢ⨆ᮥၼʑভྙᨱə⬉ŝෝ᦭ʑ᭥⧕ᕽ۵᜽⨹⡍ᰆᮥᝅ᜽⬥₉ప☖ŝ᜽᮹ ᗭᮭᮥ ⊂ᱶ⦹ᩍ ᖒ܆ᮥ ⠪a⦽݅.3
Table 1. Aggregate Gradations of Quiet Pavements
Fig. 4. Noise due to Vehicle Speeds  ᩢ⨆ᮥၙ⊹۵äᮝಽӹ┡ӹᗭᮭᩩ⊂ᮥ᭥⧕ᕽ۵⡍ᰆ᳦ඹ᪡₉ప᮹ ᵝ⧪ ᗮࠥa ၹऽ᜽ ၹᩢࡹᨕ᧝ ⧉ᮥ ᦭ ᙹ ᯩ݅.3.2.2 ুܑ઩ݗࠛୠীଣࢼ৤নඑୋଭীଣુ౸⡍ᰆ᳦ඹ᪡ᵝ⧪ᗮࠥᨱ঑ෙၽᔾᗭᮭŝ᮹šĥෝ⢽⩥⦹ʑ᭥⧕ Tachibana(2004)᮹ ₉ప᳦ඹ-ᗮࠥ᪡᮹ ᮭ⨆⇽ಆ౩ᄉ᜾ᮥᯕᬊ⦹ᩍ᜾(5)᪡zᯕaᱶ⦹ᩡᮝ໑, Figure 4ᨱӹ┡ӽ⡍ᰆ᳦ඹ-ᗮࠥ
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