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Acoustic properties of porous concrete made from arlite and vermiculite lightweight aggregates

Abstract

[EN] The use of sustainable materials is becoming a common practice for noise abatement in building and civil engineering industries. In this context, many applications have been found for porous concrete made from lightweight aggregates. This work investigates the acoustic properties of porous concrete made from arlite and vermiculite lightweight aggregates. These natural resources can still be regarded as sustainable since they can be recycled and do not generate environmentally hazardous waste. The experimental basis used consists of different type specimens whose acoustic performance is assessed in an impedance tube. Additionally, a simple theoretical model for granular porous media, based on parameters measurable with basic experimental procedures, is adopted to predict the acoustic properties of the prepared mixes. The theoretical predictions compare well with the absorption measurements. Preliminary results show the good absorption capability of these materials, making them a promising alternative to traditional porous concrete solutions.

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Acoustic properties of porous concrete made from arlite and vermiculite lightweight aggregates

Author: Carbajo San Martín, Jesús,Esquerdo Lloret, Tomás Vicente,Ramis Soriano, Jaime,Nadal Gisbert, Antonio Vicente,Denia Guzmán, Francisco David
Publisher: CSIC
Year: 2015
DOI: 10.3989/mc.2015.01115
Source: https://riunet.upv.es/bitstream/10251/63888/1/-%20-%20Acoustic%20properties%20of%20porous%20concrete%20made%20from%20arlite%20and%20vermiculite%20lightweight%20aggregates.pdf
Ma e iales de Cons uCCión
Vol. 65, Issue 320, Oc obe –Decembe 2015, e072
ISSN-L: 0465-2746
h p://dx.doi.o g/10.3989/mc.2015.01115
Acous ic p ope ies o po ous conc e e made om
a li e and e miculi e ligh weigh agg ega es
J. Ca bajoa*, T.V. Esque do-Llo e b, J. Ramisa, A.V. Nadal-Gisbe c, F.D. Deniad
a. Depa men o Physics, Sys ems Enginee ing and Signal Theo y, Uni e si y o Alican e (Alican e, Spain)
b. Ins i u o de Diseño pa a la Fab icación y P oducción Au oma izada, Uni e si a Poli ècnica de Valencia (Valencia, Spain)
c. Ins i u o de Tecnología de Ma e iales, Uni e si a Poli ècnica de Valencia (Valencia, Spain)
d. Cen o de In es igación en Ingenie ía Mecánica, Uni e si a Poli ècnica de Valencia (Valencia, Spain)
*jesus[email p o ec ed]
Recei ed 9 Feb ua y 2015
Accep ed 11 May 2015
A ailable on line 12 No embe 2015
ABSTRACT: The use o sus ainable ma e ials is becoming a common p ac ice o noise aba emen in building
and ci il enginee ing indus ies. In his con ex , many applica ions ha e been ound o po ous conc e e made
om ligh weigh agg ega es. This wo k in es iga es he acous ic p ope ies o po ous conc e e made om a li e
and e miculi e ligh weigh agg ega es. These na u al esou ces can s ill be ega ded as sus ainable since hey
can be ecycled and do no gene a e en i onmen ally haza dous was e. The expe imen al basis used consis s o
di e en ype specimens whose acous ic pe o mance is assessed in an impedance ube. Addi ionally, a simple
heo e ical model o g anula po ous media, based on pa ame e s measu able wi h basic expe imen al p oce-
du es, is adop ed o p edic he acous ic p ope ies o he p epa ed mixes. The heo e ical p edic ions compa e
well wi h he abso p ion measu emen s. P elimina y esul s show he good abso p ion capabili y o hese ma e-
ials, making hem a p omising al e na i e o adi ional po ous conc e e solu ions.
KEYWORDS: Acous ic impedance; Abso p ion coe icien ; Po ous conc e e; Ligh weigh agg ega es
Ci a ion/Ci a como: Ca bajo, J.; Esque do-Llo e , T.V.; Ramis, J.; Nadal-Gisbe , A.V.; Denia, F.D. (2015) Acous ic
p ope ies o po ous conc e e made om a li e and e miculi e ligh weigh agg ega es. Ma e . Cons ucc. 65 [320], e072
h p://dx.doi.o g/10.3989/mc.2015.01115.
RESUMEN: P opiedades acús icas del ho migón po oso a base de á idos lige os de a li a y e miculi a. El uso
de ma e iales sos enibles se es á con i iendo en una p ác ica común pa a la educción de uido en las indus-
ias de la edi icación e ingenie ía ci il. Es e abajo in es iga las p opiedades acús icas de ho migón po oso
ab icado a pa i de á idos lige os de a li a y e miculi a. Es os ecu sos na u ales oda ía pueden consi-
de a se sos enibles ya que pueden se eciclados y no gene an esiduos pelig osos pa a el medio ambien e.
La base expe imen al u ilizada se compone de especímenes de di e en e ipo cuyas p es aciones acús icas se
e alúan en un ubo de impedancia. Adicionalmen e, se ha adop ado un modelo eó ico simple pa a medios
po osos g anula es, basado en pa áme os medibles con p ocedimien os expe imen ales básicos, con obje o de
p edeci las p opiedades acús icas de las mezclas p epa adas. Las p edicciones eó icas mues an una buena
conco dancia con las medidas de abso ción. Los esul ados p elimina es demues an la buena capacidad
abso ben e de es os ma e iales, haciendo de ellos una al e na i a p ome edo a a las soluciones de ho migón
po oso adicionales.
PALABRAS CLAVE: Impedancia acús ica; Coe icien e de abso ción; Ho migón po oso; Ag egados lige os
Copy igh : © 2015 CSIC. This is an open-access a icle dis ibu ed unde he e ms o he C ea i e Commons
A ibu ion-Non Comme cial (by-nc) Spain 3.0 License.
2 • J. Ca bajo e al.
Ma e iales de Cons ucción 65 (320), Oc obe –Decembe 2015, e072. ISSN-L: 0465-2746. doi: h p://dx.doi.o g/10.3989/mc.2015.01115
1. INTRODUCTION
Po ous conc e e manu ac u ed om ligh weigh
agg ega es is each passing day mo e commonly used
o passi e noise educ ion in he building indus y
(1, 2). Conc e e ma e ials, unlike o dina y oams and
ib ous abso be s, mee po en ial p ope ies when
used o s uc u al pu poses (du abili y, s uc u al
s eng h, s i ness, e c.) along wi h a good acous-
ic pe o mance i p ope ly designed. These con-
solida ed g anula ma e ials a e also widely used in
nume ous ou doo noise con ol applica ions such
as noise ba ie s (3, 4) and in g ound su aces (5–9).
In his con ex , he need o educe CO2 emissions
while limi ing a ic noise (10, 11) has p omp ed he
ci il enginee ing indus y o ocus e o s on de el-
opmen o new en i onmen ally iendly g anula
ma e ials while p o iding simila sound abso bing
cha ac e is ics.
Some esea ch has been de o ed o s udy sus-
ainable conc e e-based ma e ials, which a e usu-
ally made om na u al o ecycled ma e ials. The
o me , which can be made om ege able pa icles,
a e o g ea in e es inasmuch as hey a e enew-
able (12) and o en p esen good sound abso p ion
capabili ies (13). O he ma e ials, also called “g een
ma e ials”, come om ecycling p ocesses; some o
hem use esidues coming om cons uc ion and
demoli ion was es (14, 15), c umb ubbe (16) o
plas ic was e om ecycling o elec ic wi es (17).
Besides, hese new kinds o ma e ials a e expec ed
o sa is y he mal, acous ical and inc easingly s uc-
u al demands. A e iew o sus ainable ma e ials o
acous ic applica ions, ei he na u al o made om
ecycled ma e ials, can be ound in (18). Among
hese, expanded ce amic ma e ials ob ained by ex o-
lia ion, as in he case o a li e and e miculi e, can
s ill be ega ded as sus ainable (19) since hey can be
ecycled and do no gene a e en i onmen ally haz-
a dous was e.
The expanded ma e ials consis o e y ligh d y
clay and a e ob ained om open-pi mining. The
i gin ock c ushed is placed in an o en a 1200°C o
gene a e he mal shock. Combus ion gases gene a e
clay expansion, hus inc easing a li e and e miculi e
pa icles 5 and 15 imes he o iginal size, espec i ely.
The g ains o a li e acqui e a da k g ey colou and
a a iable size be ween 2 and 20mm, while o e -
miculi e a yellowish laye ed s uc u e is gene a ed
and pa icles a y be ween 0.1 and 15mm. They
a e ma ke ed in bags o 50 o 100li e s o bulk.
Fu he mo e, no only do hey o e a ai du abili y,
bu also a low manu ac u ing cos and good he mal
insula ion (20). Conc e e p oduced om his ype
o clays and de i a i es p esen s low densi y alues
app op ia e o ligh weigh applica ions (21–23).
The ma e ial he e conside ed can be c ushed and
eused in he p epa a ion o new ligh ened conc e e.
A li e and e miculi e can be used as subs i u es o
o he a ids usually employed, e.g., sand and g a el,
and also p esen in e es ing p ope ies such as non-
oxici y and insolubili y in wa e and o he o ganic
sol en s. They a e also ha mless, odo less, ine and
s e ile. In addi ion, hey exhibi s abili y and insen-
si i i y o a mosphe ic agen s, hese p ope ies being
kep o e ime. Raw ma e ials a e a na u al agg e-
ga e, being he use o non- enewable ene gy in he
manu ac u ing p ocess he main sou ce o en i on-
men al pollu ion. Conce ning hei use wi h acous i-
cal pu poses, p o i om hei mic opo osi y looks
p omising and makes hem become an in e es ing
al e na i e o ypically used solu ions. Consequen ly,
an expe imen al and heo e ical cha ac e iza ion
p ocess is equi ed so as o e alua e hei acous ical
beha iou . The eby, he use o p edic i e impedance
models o analize g anula po ous media is o g ea
in e es and may help on he choice o an op imal
mix composi ion p o iding he maximum a e age
abso p ion wi hin a p esc ibed equency band.
Nume ous wo ks ha e been dedica ed o de i e
o mula ions o he acous ic impedance o g anu-
la po ous media (24–27). Mos o hem assume
he ma e ial o be composed o s acked disc e e ele-
men s and include empi ical shape ac o s whose
alues a e equen ly i ed o expe imen al da a
(28). Ea ly wo ks (29) lead o he asse ion ha he
acous ic p ope ies o consolida ed ma e ials, as in
he case o po ous conc e e, a e la gely in luenced
by heconsolida ion p ocess. Fo hese cases, a s ill
simple and p ac ical heo e ical al e na i e was p o-
posed by Ho oshenko and Swi (30), who success-
ully es ed he me hod on a ep esen a i e selec ion
o consolida ed and non-consolida ed po ous g anu-
la ma e ials. This model was based on ou measu -
able non-acous ic pa ame e s (po osi y, o uosi y,
low esis i i y and s anda d de ia ion o he po e
size) assuming a gi en po e geome y and a po e
size dis ibu ion close o log-no mal, which is o en
ound in g anula ma e ials. The p edic ion me hod
was subsequen ly shown o be in good ag eemen
wi h he expe imen al da a o o he consolida ed
g anula mixes o conc e e using aluminous agg e-
ga e (31) and expanded clay g anula es (32). This
leads o he choice o his model o he s udy o
po ous conc e e made om ligh weigh ma e ials as
hose o he a o emen ioned ype.
The p esen wo k aims o explo e he e ec o
a li e and e miculi e ligh weigh agg ega es o di -
e en sizes and ypes on he acous ic pe o mance
o po ous conc e e. Fo his pu pose, i e se s o
consolida ed g anula mixes a e p epa ed and he e-
om es specimens a e manu ac u ed. The no -
malized su ace impedance and sound abso p ion
coe icien unde no mal incidence o hese samples
a e de e mined by means o an impedance ube.
The expe imen al esul s a e compa ed o he p e-
dic ions o he Ho oshenko and Swi model (30),
which uses as inpu he measu ed da a o po osi y,
Acous ic p ope ies o po ous conc e e made om a li e and e miculi e ligh weigh agg ega es • 3
Ma e iales de Cons ucción 65 (320), Oc obe –Decembe 2015, e072. ISSN-L: 0465-2746. doi: h p://dx.doi.o g/10.3989/mc.2015.01115
o uosi y, low esis i i y and s anda d de ia ion
o he po e size. The heo e ical model shows a ea-
sonable good ag eemen wi h he measu emen s and
can hus be used in di e en a eas o cons uc ion
enginee ing o acous ically design conc e e made
om ligh weigh a li e and e miculi e agg ega es.
The s uc u e o he pape is as ollows. Sec ion
2 in oduces he heo e ical backg ound o s udy
he acous ic p ope ies o g anula po ous media
and e iews he well-es ablished Ho oshenko and
Swi model. In sec ion 3, he samples p epa a ion
p ocess is explained in de ail and he expe imen al
se up used o de e mine he inpu pa ame e s o he
model and o alida e i is b ie ly desc ibed. In addi-
ion, an op imiza ion p ocess is p esen ed o de i e
hese pa ame e s when some measu emen di icul-
ies a ise. In sec ion 4, impedance ube measu emen
esul s a e analysed and compa ed o hose ob ained
in he p edic ions o some o he manu ac u ed
mixes. A discussion on he de i ed physical pa am-
e e s and he applicabili y o he heo e ical model
a e p esen ed oge he . Finally, sec ion 5 desc ibes
he main conclusions o his wo k.
2. THEORETICAL BACKGROUND
2.1. Acous ic modeling o g anula po ous media
Sound p opaga ion in g anula po ous media
is di icul o s udy on a mic oscopic scale because
o he complex geome y o he ame. Ins ead, a
mac oscopic o mula ion unde igid ame app ox-
ima ion is commonly employed. As he ame is
assumed o be mo ionless, a simpli ied equi alen
luid app oach can be used o de i e equency-
dependen exp essions o i s ele an acous ic p op-
e ies, namely cha ac e is ic impedance, Z (
w
), and
complex wa e numbe , k (
w
):
ωρ
ωω
() ()
()
=
ZC
, [1]
ωωρω ω
() ()
()
=
kC
, [2]
whe e
w
is he angula equency,
ρ
(
w
) is he
equi alen luid densi y and C (
w
) is he comp essibil-
i y o he luid. These quan i ies accoun o he is-
cous ic ion and he mal loss mechanisms a he po e
walls, and a e linked o he size o he po es and he
p opo ion o open po es h ough
ρ
(
w
) and C (
w
).
The su ace impedance Zs and sound abso p-
ion coe icien
α
o a ha d-backed g anula laye
o hickness h o he case o no mal incidence a e
calcula ed using he ollowing exp essions:
ZS=Z co h (−jkh), [3]
α
ρ
ρ
=− −
+
Zc
Zc
1,
S
S
00
00
2
[4]
whe e
ρ
0 and c0 a e he densi y and he sound
p opaga ion eloci y in ai , espec i ely. The su ace
impedance is also usually exp essed no malized o
ρ
0 c0.
Al hough basic equa ions [1] o [4] a e gene ic o
s udy he acous ic p ope ies o po ous media, hey
cons i u e he undamen als o mos o he exis ing
heo e ical app oaches and will se e o he model
adop ed he e.
2.2. Ho oshenko and Swi model
Ho oshenko and Swi (30) de i ed equa ions
o he p e ious p ope ies o igid ame g anu-
la media wi h a log-no mal po e size dis ibu ion.
These exp essions can be w i en in he ollowing
o m [5, 6]:
R
jF,
0
~
ρω α
φρφ
ωα ω
() ()
=−





∞
∞
[5]
CPN
1,
p
0
0
ωφ
γγρα γ
φρ ω
()
()
()
=− −





∞ [6]
whe e
α
∞
is he o uosi y,
φ
is he po osi y, R is he
low esis i i y,
γ
is he a io o speci ic hea s, P0 is he
a mosphe ic p essu e and Np is he P and l numbe .
F
˜ is he iscosi y co ec ion unc ion, which can be
p esen ed in he o m o a Padé app oxima ion as [7]:
Faa
b
1
1,
~
12
2
1
ω
εε
ε
()
≅++
+ [7]
wi h a1=
θ
1
/θ
2, a2=
θ
1 and b1=a1, being
θ
1=4e4
x
/3−1
and
θ
2=e3
x/
2/
2
o he ci cula po e geome y
assump ion, whe e
x=
(
σ
ln 2)2 and
σ
is he s an-
da d de ia ion in he log-no mally dis ibu ed po e
size, and
εω
ρα φ
()
=− ∞
jR
0 is a dimensionless
pa ame e .
The p esen ed model is used in his wo k o p edic
he acous ic p ope ies o a ious consolida ed g an-
ula samples made om a li e and e miculi e agg e-
ga es using a cemen i ious binde . The co esponding
ma e ial p epa a ion is desc ibed nex .
3. METHODOLOGY
3.1. Sample p epa a ion
The acous ical and non-acous ical p ope ies o
i e se s o consolida ed g anula mixes made om
ligh weigh agg ega es using cemen i ious binde a e
o be in es iga ed expe imen ally. Each se comp ises
six samples ha ing he same dimensions and he
i e se s consis o small and la ge g ain a li e, small
and la ge g ain e miculi e ype 2 and la ge g ain
4 • J. Ca bajo e al.
Ma e iales de Cons ucción 65 (320), Oc obe –Decembe 2015, e072. ISSN-L: 0465-2746. doi: h p://dx.doi.o g/10.3989/mc.2015.01115
e miculi e ype 3. This numbe o samples was con-
side ed ep esen a i e enough o compa ison be ween
se s. Figu e 1 shows he mo phology o he h ee ypes
o ligh weigh agg ega es used in his s udy.
Fi s , since he s a ing a li e and e miculi e
g ains ha e a ious sizes, a apping sie e analysis
was ca ied ou o assess he g ada ion o he agg e-
ga es. I was pe o med using he digi al mechani-
cal shake CISA model RP09 wi h pe o a ed pla e
sie es ollowing he UNE-EN 933-2 s anda d (33).
The es esul s showed ha he a li e g ains ange
mainly om 2 o 8 mm in diame e , whe eas he
e miculi e ype 2 g ains ange om 0.25 o 2 mm
and he e miculi e ype 3 om 0.5 o 4 mm. As
men ioned p e iously, wo di e en pa icle size
anges we e ex ac ed o he a li e and e miculi e
ype 2 se s.
In a ollowing s ep, and in o de o p oduce a
i m consolida ed po ous s uc u e om he loose
g anula ma e ial, a kneading p ocess was unde -
aken by means o a cemen i ious binde . In his
wo k, he samples we e made by dissol ing high
s eng h whi e Po land cemen BL I 52.5 R in wa e
un il ha ing a homogeneous mix u e and hen add-
ing he agg ega es while using a mechanical au o-
cla e ype o bi al BOMANN model CB 332 a
69 .p.m (le el3) o abou 10–15 minu es ollowing
he UNE EN 196-1 s anda d (34). No plas icize s
o ex a admix u es we e added. The esul ing mixes
we e a anged in 72mm diame e and 50 mm hick
moulds o 48hou s be o e being ex ac ed o he
comple e cu ing o he samples o a pe iod 30 days
a 23 °C and 34% ela i e humidi y a ambien con-
di ions and weighing he eo . I should be no ed ha
his consolida ion p ocess may ha e a subs an ial
in luence on he acous ic p ope ies o he samples,
i.e., he binde quan i y used has a c i ical e ec on
he size and dis ibu ion o he po es in he inal
mix. In ou case, p elimina y ial and e o es s
we e necessa y o choose adequa e binde quan i-
ies o ensu e enough cohesion o subsequen han-
dling and su icien p opo ion o open po es. This
wo k phase led o he use o a lowe agg ega e-
binde a io o he case o la ge g ain e miculi e
ype 2, ob aining a mo phology simila o ha o
he consolida ed mix o la ge g ain a li e bu much
Figu e 1. Mo phology o he h ee ypes o ligh weigh agg ega es used: (a) a li e; (b) e miculi e ype 2 and (c) e miculi e ype 3.
Acous ic p ope ies o po ous conc e e made om a li e and e miculi e ligh weigh agg ega es • 5
Ma e iales de Cons ucción 65 (320), Oc obe –Decembe 2015, e072. ISSN-L: 0465-2746. doi: h p://dx.doi.o g/10.3989/mc.2015.01115
lessdense. Special a en ion was paid o he ac
ha he e miculi e o e s a highe wa e abso b-
ing capaci y when compa ed o a li e. Fu he mo e,
each g ain o he inal consolida ed mix may con-
ain se e al pa icles o agg ega e.
The g anula mixes p epa a ion da a o he i e
se s is gi en in Table 1. He eina e , each mix will be
deno ed using he ollowing abb e ia ions: A (a li e);
V2 ( e miculi e ype 2) and V3 ( e miculi e ype 3),
dis inguishing wo g ain sizes (small and la ge) o
he wo i s mix ypes. The desc ip ion o he cha ac-
e is ics o he es ed samples is p o ided in Table2.
Pho og aphs o h ee consolida ed specimens co e-
sponding o he se s o la ge g ain A, la ge g ain V2
and V3 a e shown in Figu e 2. I is wo h ecalling
he ela i ely simila mo phology o he wo i s
cases in spi e o ha ing a signi ican densi y educ-
ion in he case o la ge g ain V2. A mo e de ailed
iew o hese samples is also gi en in he images cap-
u ed using a pho o came a a ached o a magni ying
glass sys em and imming he esul ing image o a
ci cula diame e o 22 mm using an image edi o . In
hese images, he p e iously men ioned bonding di -
icul ies o he case o e miculi e s and ou .
3.2. Expe imen al se up
The heo e ical model desc ibed in Sec ion 2.2 is
based on ou measu able physical p ope ies: po os-
i y, o uosi y, low esis i i y and s anda d de ia ion
o he po e size. The co esponding alues can be
de e mined using basic expe imen al p ocedu es.
The po osi y measu es he emp y space in a ma e-
ial and is calcula ed om
φ
=V »V , whe e V is he
olume o luid-space and V he o al olume o he
ma e ial sample. In he case o consolida ed po ous
conc e e, he d y samples olume is measu ed be o e
imme sing hem in wa e o 24hou s o be mois-
u ized. The ea e , he samples a e placed in a es-
sel and wa e is pou ed on i un il po e s uc u e
is sa u a ed. Then, he illing liquid is emo ed o
a lask and he olume o e ic ed wa e measu ed.
This p ocedu e has been shown o p o ide simila
esul s o hose used in o he p e iously e e ed
wo ks (4, 6, 32). Consolida ed ma e ials ha e mo e
complex po e ne wo ks ha include closed po es
(o non-connec ed ca i ies), ne e heless hey may
be neglec ed as conside ed inaccessible o ai low.
The o uosi y is a p ope y ha gi es a mea-
su e o he geome ic complexi y o a po ous ma e-
ial as he a io o he eal dis ance be ween bo h
ex emes and ha o a s aigh line. Tha is o say,
i indica es he ease o an acous ic wa e o p opa-
ga e inside he ma e ial. Gi en he inhe en pseudo-
des uc i e ea u es in using any o he commonly
adop ed chemical me hods (35) ha equi e he use
o an elec oly e, an in e se me hodology desc ibed
la e was used ins ead o de e mine his p ope y.
The low esis i i y measu es he esis ance ha
a po ous s uc u e o e s o he ai low and hence
gi es an idea o he ene gy loss occu ing inside
he ma e ial. E en hough s anda dized labo a o y
p ocedu es o measu e his pa ame e exis (36), a
simple al e na i e acous ic me hod de eloped by
Inga d and Dea (37) was used. This me hod is based
on acous ic measu emen s in an impedance ube
wi h a pai o mic ophones, he e conduc ed in an
imp o ed way using a digi al analyse ha gene a es
a andom signal. The esis i i y i sel is he eupon
ob ained as he o dina e alue om a linea i o he
low esis i i y alues a audible equencies whe e
he sample- igid e mina ion dis ance is an odd
numbe o qua e wa eleng hs, being he hickness
o he sample unde es necessa ily much smalle
han he wa eleng h in ol ed. This me hod can be
ega ded as indi ec inasmuch as i es ima es he
ze o equency low esis i i y om highe equency
alues measu ed.
Table 1. G anula mixes p epa a ion da a
G anula mix
G ain size
(mm)
A/C/W*
(%)
D y densi y
(kg/m3)
A li e (A) ≤4 50/33/17 650
>4 50/33/17 700
Ve miculi e ype 2 (V2) ≤1 11/55/34 640
>1 12/49/39 560
Ve miculi e ype 3 (V3) 0.5–4 11/56/33 690
* A/C/W indica es he Agg ega e, Cemen and Wa e p opo ions
o each mix, espec i ely.
Table 2. Cha ac e is ics o he p epa ed samples
G anula mix
E ec i e
hickness (mm), h
D y
weigh (g)
A li e (A) ≤4 mm 51.0 (0.5) 135 (8)
>4 mm 50.7 (1.0) 143 (3)
Ve miculi e ype 2 (V2) ≤1 mm 50.6 (1.0) 135 (7)
>1 mm 50.5 (1.5) 115 (6)
Ve miculi e ype 3 (V3) 0.5–4 mm 50.9 (0.4) 144 (7)
The alues in pa en hesis indica e he maximum de ia ion om he a e aged alue.

6 • J. Ca bajo e al.
Ma e iales de Cons ucción 65 (320), Oc obe –Decembe 2015, e072. ISSN-L: 0465-2746. doi: h p://dx.doi.o g/10.3989/mc.2015.01115
The mean po e size and i s s anda d de ia ion a e
o he impo an pa ame e s when s udying acous ic
po ous ma e ials, he la e being an inpu o he
model used in his wo k. This pa ame e measu es
he dispe sion om he a e age po e size and gi es
an idea o he dis ibu ion o po es. The s anda d
de ia ion can be de e mined h ough heo e ically
i ing he cumula i e po e size dis ibu ion mea-
su ed using he wa e suc ion me hod (38) o he
in eg a ion o a log-no mal s a is ical dis ibu ion
wi h he p obabili y densi y unc ion [8]:
ϕσπ
()
=
ϕϕ σ
()
()
−−
PD
Fe
1
2,
2
22
[8]
wi h s being he po e size in s anda d uni s de e -
mined om he expe imen ,
ϕ
is de ined as
ϕ =
−log2s
and he median alue is calcula ed as
ϕ
=−
slog2.
In a second s ep, and so as o alida e he applica-
ion o he heo e ical model o his ype o mixes,
he sound abso p ion coe icien unde no mal inci-
dence o he p epa ed samples was measu ed ollow-
ing he s anda dized impedance ube me hod (39) in
he equency ange 200–2200 Hz. Bo h impedance
ube me hods, ha o Inga d and Dea (37) and ha
jus men ioned, we e pe o med a anging he sam-
ples so ha he incoming acous ic wa e impinges
on he oughe su ace o he sample. This se up
consis s o wo cus om-made ubes: one o he
loudspeake sec ion and he o he o he igid e -
mina ion, coupled by a sample holde as indica ed
in he schema ic o Figu e 3. The specimen is placed
in his sample holde and his in u n a ached o he
ubes using adjus able sc ews on h eaded ba s. An
addi ional igid piece is placed behind he sample o
he abso p ion measu emen s whe eas i is emo ed
o he low esis i i y expe imen s. In his manne ,
bo h me hods can be pe o med in a e sa ile way
using a unique expe imen al ig. The ubes ha e ci -
cula c oss-sec ion wi h a hickness o 6 mm and a
cu -o equency a ound 2500 Hz. All he elemen s
a e made om s ainless s eel. A andom exci a ion is
p o ided o he loudspeake om he analyse (OR34
Compac Analyse ) and he co esponding p essu e
ans e unc ions a e measu ed subsequen ly using
wo 1/2 in. p essu e mic ophones (B&K Type 4188)
moun ed lush wi h he inne su ace o he ubes
a hei espec i e loca ions (1, 2: abso p ion; 3, 4:
low esis i i y). Acquisi ion da a was pos -p ocessed
in Ma lab. Since he acous ic analysis o he p es-
en s udy is based upon linea models, he inciden
sound p essu e le el in he impedance ube has been
kep below 90 dB. The equency ange o analysis
Figu e 2. (Le ) Pho og aphs and (Righ ) immed zoomed image o es specimens o
po ous conc e e made om: (a) la ge g ain A; (b) la ge g ain V2 and (c) V3.
Figu e 3. Schema ic o he impedance ube used o bo h
abso p ion and low esis i i y measu emen s (dimensions
a e in mm). h is he sample hickness and (i=1…4)
a e he mic ophone posi ions.
Acous ic p ope ies o po ous conc e e made om a li e and e miculi e ligh weigh agg ega es • 7
Ma e iales de Cons ucción 65 (320), Oc obe –Decembe 2015, e072. ISSN-L: 0465-2746. doi: h p://dx.doi.o g/10.3989/mc.2015.01115
was chosen o ensu e plane wa e p opaga ion and
a oid exci a ions o highe o de modes. The esul-
an sound abso p ion coe icien and low esis i i y
o he abso ben ma e ials can hus be ob ained.
3.3. In e se nume ical me hod
To a oid some o he limi a ions discussed abo e,
i is common o use some op imiza ion me hod o
de e mine indi ec ly he inpu pa ame e s ha le he
acous ic model ob ain he bes i o he impedance
ube measu emen s (40, 41). This p ocedu e is also
ecu en ly used when any o he p e ious physical
pa ame e s a e di icul o measu e o canno be
p ope ly de e mined, as i was in he cu en in es-
iga ion o he o uosi y. The Nelde -Mead di ec
sea ch op imiza ion me hod (42) is a echnique ha
minimizes an objec i e unc ion o one o se e al
a iables om an ini ial es ima e and se ial i e a-
ions un il he speci ied ole ance is achie ed, hough
i can some imes p esen discon inui ies o no con-
e gence p oblems. Hence, o hese cases whe e he
equi ed adjus men is wi hin he expe imen al ole -
ance alues, his in e se nume ical me hod is p o en
o be a use ul ool o accu a ely es ima e he physical
p ope ies o g anula mixes in a simple manne .
Fo his pu pose, he ollowing objec i e unc ion
is de ined [9]:
OF (
α
∞)=
i
N
1
∑
=
α
( i)−
αˆ
( i,
α
∞) , [9]
whe e α( i) and αˆ( i) co espond o he measu ed
and he es ima ed sound abso p ion coe icien unde
no mal incidence o each equency o in e es i,
espec i ely. He eby, he design a iable pa ame e
( o uosi y
α
∞ in ou case) ha bes i s he expe i-
men al da a o he heo e ical model is ob ained.
4. RESULTS AND DISCUSSION
4.1. Physical pa ame e s
Table 3 summa izes he physical p ope ies o
he i e g anula mixes es ed. These a e ob ained
by a e aging he alues measu ed in each o he six
samples o hei espec i e se s. The p edic ion o
he acous ic p ope ies was ca ied ou using hese
alues as inpu da a in he heo e ical model.
Po osi y measu emen s o he p epa ed mixes
indica e simila alues o a ound 39% o his ma e-
ial p ope y. As s a ed abo e, e miculi e high wa e
abso bing capaci y can esul in e y misleading al-
ues o po osi y i no ca e ully measu ed, bu a e s ill
accep able o p ac ical pu poses. To uosi y alues
indica e ha o he same mix ype he g ain size has
a sligh in luence on hem. Ne e heless, i should be
ecalled ha his p ope y has been ob ained h ough
an in e se me hod and he e o e i is wo h no ing
ha u he expe imen al wo k is equi ed o con-
i m his. Flow esis i i y alues show o be in e sely
p opo ional o he g ain pa icle size o he samples,
as he sound p opaga ion damping inc eases wi h
he educed g ain size. This asse ion is no ue o
excessi ely high alues o low esis i i y, as i would
in ol e oo high cha ac e is ic impedance alues and
he e o e wo sen ai -g anula mix impedance cou-
pling, yielding less sound abso p ion. Wi h his in
mind, lowe g ain sizes a ain highe low esis i i y
alues o he cases examined.
Figu e 4 displays he a e age cumula i e po e
size dis ibu ion ob ained expe imen ally and he
heo e ical i ed cu e using equa ion [8] o each
g anula mix se . The a e age s anda d de ia ion i -
ed alues a e in he ange 0.17–0.24. The esul ing
da a e i ies ha he po e size dis ibu ion is log-
no mal o hese g anula ma e ials. The e miculi e
ype 3 mixes exhibi smalle po es and highes alue
o s anda d de ia ion o po e size, somewha due o
he ela i ely b oades g ain size ange.
4.2. Acous ic p ope ies
Figu e 5 shows he a e age measu ed sound ab -
so p ion coe icien o he se s o g anula mixes
es ed. The acous ic beha iou o hese ma e ials is
go e ned by hei dimensions, he po osi y, he po e
shape and size along wi h hei dis ibu ion. Indeed,
he dimensions and he po osi y a e o he same
o de o all he samples so ha maximum abso p-
ion equency ange 1000–1400 Hz is alike, being
he di e ences o he sound abso p ion coe icien
Table 3. A e age measu ed physical p ope ies o he g anula mixes used in he heo e ical model
G anula mix Po osi y,
φ
To uosi y,
`
∞
*Flow esis i i y
(Pa·s·m−2), R
S anda d
de ia ion,
A li e (A) ≤4 mm 0.39 1.82 2176 0.21
>4 mm 0.38 1.87 1839 0.16
Ve miculi e ype 2 (V2) ≤1 mm 0.39 1.70 2230 0.17
>1 mm 0.37 1.73 1424 0.17
Ve miculi e ype 3 (V3) 0.5–4 mm 0.40 1.70 1720 0.24
* To uosi y alues we e ob ained wi h he in e se nume ical me hod desc ibed in Sec ion 3.3.
8 • J. Ca bajo e al.
Ma e iales de Cons ucción 65 (320), Oc obe –Decembe 2015, e072. ISSN-L: 0465-2746. doi: h p://dx.doi.o g/10.3989/mc.2015.01115
ampli ude pa icula ly due o he wo la e pa am-
e e s. This bandwid h depends on he design pa am-
e e s o he g anula mix (g ain size, binde , A/C/W
p opo ions,…), whose modi ica ion could e en
lead o di e en abso p ion p ope ies. The imped-
ance ube expe imen s sugges ha he smalle g ain
mixes show highe sound abso p ion and a b oade
equency ange han hose made om la ge g ains.
This is pa ly due o hei ela i ely highe low
esis i i y, whils he enhanced sound a enua ion in
he high equency ange may be a ibu ed o he
majo impo ance o isco he mal loss mechanisms
h ough he na owe po ous s uc u e. Mo eo e ,
he peak equency shi owa ds lowe equencies
as he g ain size is educed migh be also linked o a
highe alue o low esis i i y, which is associa ed
wi h he highe a enua ion o he acous ic wa es
in he g anula ma e ial. No ice ha o he ana-
lysed cases a sligh po osi y educ ion esul s in a
poo e acous ic pe o mance, somehow due o he
binde e ec s on he g ain disposi ion and inal po e
s uc u e.
The SEM images on a cu la su ace o esidual
g ains o he la ge g ain A and he V3 mixes illus-
a e some di e ences be ween a li e and e micu-
li e agg ega es (Figu e 6). While a li e e idences he
expansion p ocess in he o m o an in e nal mac o-
po ous p oduc , e miculi e p o ides a la and well
de ined lamella s uc u e su ounded by cemen on
i s bounda ies. In bo h cases, a ai ly good adhe-
sion wi h a con inuous in e ace agg ega e-cemen is
obse ed.
Figu e 7 depic s he a e age eal and imagina y
pa s o he no malized su ace impedance o he
la ge g ain A mix, he small g ain V2 mix and he
V3 mix. Fo he la ge g ain mix, he eal and imagi-
na y pa s o he su ace impedance inc ease in
ampli ude a low equencies and abo e 1800 Hz,
while o he o he mixes his occu s a lowe alues.
As a consequence, he wid h o he equency ange
Figu e 4. Cumula i e po e size dis ibu ion o he g anula
mix se s analyzed. The ma ke s deno e expe imen al
da a and he do ed lines he heo e ical i .
Figu e 5. Sound abso p ion coe icien o
he di e en se s o g anula mixes.
Figu e 6. SEM image o es samples o po ous conc e e made om: (a) la ge g ain A and (b) V3.
Acous ic p ope ies o po ous conc e e made om a li e and e miculi e ligh weigh agg ega es • 9
Ma e iales de Cons ucción 65 (320), Oc obe –Decembe 2015, e072. ISSN-L: 0465-2746. doi: h p://dx.doi.o g/10.3989/mc.2015.01115
a which sound abso p ion is e ec i e becomes
educed o he la ge g ain mix. This aise in he
su ace impedance also yields lowe abso p ion al-
ues o his mix ype and explains he wo s imped-
ance ma ch in he ai -g anula mix in e ac ion
egion. On he o he hand, he equency associa ed
wi h he ze o alue o he su ace eac ance (imagi-
na y pa o he su ace impedance) is obse ed o
be nea ly unchanged om his mix se o he o he s.
A equency shi o he sound abso p ion peak
o wa ds lowe equencies is mo e p onounced o
he small g ain wi h espec o he la ge g ain o he
same agg ega e ype, as i was p io app ecia ed in
Figu e 5.
In addi ion, he expe imen al esul s o he sound
abso p ion coe icien ha e been compa ed o hose
p edic ed by he heo e ical model using he mea-
su ed physical pa ame e s o some o he manu ac-
u ed mixes. In Figu e 8 a good ag eemen be ween
he p edic ions and he impedance ube es s is e i-
ied h oughou he equency ange 500–1800 Hz,
showing some disc epancies a equencies abo e
1800 Hz and in he low equency ange. A closes
ma ch is ound o he case o la ge g ain A whe eas
he heo e ical model is less accu a e in he case o
la ge g ain V2 and V3, likely due o he lowe eli-
abili y o he expe imen s in ol ing wa e in his
ype o samples and/o o he measu emen e o s.
These di e ences may be a esul o bo h on su -
ace oughness and no low occu ing h ough dead-
end po es (po es connec ed o he ex e io a only
one end o he sample). Fu he mo e, he ci cula
po e shape assump ion may no be as close o man-
u ac u ed samples. Al e na i ely, o he po e geom-
e ies could be used o he p edic ions, hough his
is usually unknown o no easy o de ine.
5. CONCLUSIONS
This wo k p esen s and analyses he acous ic
p ope ies o po ous conc e e made om ligh -
weigh a li e and e miculi e agg ega es o di e en
sizes and ypes. Fo his pu pose, se e al mixes we e
p epa ed and impedance ube measu emen s we e
pe o med on manu ac u ed specimens. The esul s
indica e ha hese consolida ed ma e ials yield a
ela i e high sound abso p ion and can hus become
a sus ainable al e na i e o o he commonly used
solu ions in p ac ical applica ions. Addi ionally,
p edic ions a e ob ained o he sound abso p ion
coe icien based upon a gene al heo e ical model
whose inpu pa ame e s (po osi y, o uosi y, low
esis i i y and s anda d de ia ion o he po e size)
ha e been easily de e mined h ough basic expe i-
men al p ocedu es. In gene al, measu ed and es i-
ma ed alues showed a ela i e good ag eemen and
con i m ha he model can be success ully used o
he design o po ous conc e e made om a li e and
e miculi e agg ega es.
Summa izing, hese ma e ials (a li e and e mic-
uli e) ha e adequa e s uc u al s eng h o manu ac-
u ing and manipula ion pu poses. The inal conc e e
p oduc is a achable o exis ing elemen s such as
plas e boa d, plas e and alse ceilings, and can be
used as isible o hidden cons uc ion solu ions. A
numbe o di e en cha ac e is ics can be ob ained,
including ex u e, oughness, a bi a y shape and
hickness. In he case o sound walls, hese can be
manu ac u ed wi h special shapes like undula ions
o p ojec ions. In addi ion, hese ma e ials allow
aes he ic applica ions and can include pe o a ions.
Figu e 7. No malized su ace esis ance (con inuous line)
and eac ance (do ed line) o he la ge g ain
A, small g ain V2 and V3 mixes.
Figu e 8. Measu emen (ma ke s) and p edic ion (do ed line) esul s o sound abso p ion
coe icien o : (le ) la ge g ain A, (cen e ) la ge g ain V2 and ( igh ) V3.